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HomeMy WebLinkAbout2045 CORTE DEL NOGAL; ; CB031525; Permit02-11-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB031525 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2045 CORTE DEL NOGAL CBAD Tl Sub Type 2130610900 Lot# $20,000 00 Construction Type Reference # SEASILVER-TANK ACCESS PLATFORM PIPE SUPPORT.MCC CABINET PAD INDUST 0 NEW Applicant STEVEN WICKLUND 914 E KATELLA 92805 714385-1835 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check# EXPIRED 06/03/2003 RMA Owner TEYSSIER LEONARD&MONICA FAMILY TRUST 10-14-92 3200 HIGHLAND AVE #B4-2 NATIONAL CITY CA 91950 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Green Bldg Stands (SB1473) Fee $17669 Meter Size $0 00 Add'l Reel Water Con Fee $11485 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $420 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee 13105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TO! AL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees r> HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 9? $295 74 Total Fees $295 74 Total Payments To Date $11485 Balance Due $18089 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of tnese fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing ;n accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been oiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 03/23/2004 STEVEN WICKLUND 914 E KATELLA92805 Re Application Date 06/03/2003 0 00 00 Plan Check # CB031525 Address 2045 CORTE DEL NOGAL Expiration Date 06/02/2004 0 00 00 Permit Type Tl Description SEASILVER-TANK ACCESS PLATFORM PIPE SUPPORT.MCC CABINET PAD You applied to have your plans checked on the date noted above To date, the related building permit has not been obtained The original plan review application will expire as no building permit has been issued Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed The provisions of sections 304 (d) of the Uniform Building Code state "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee " In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Department at (760) 602-2702 Robin Nuschy Building Department AQ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 if PRPJECTINFORMATIPN/Vv W ^,- v .; .:Aloe ij FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By_ Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use Description of Work SQ FT #of Stones # of Bedrooms # of Bathrooms fitf "— ~ • APPLICANJT Address "fflLf &f_AT£lLi$ ^ City /l/O/\H?j»^\State/Z,p(p^ Telephone # Agent for Contractor ' B^Qwherl, D^Agent fprBwner " Fa Name Address City State/Zip PROPERTY OWNER Telephone # '""f Name Address City State/Zip Telephone # If!* CONf RACTOR: JCOMPANY NAME™1"! :, *"""* ;?!:: ...JiT '" .J." „ ...„„! ..rfilEL :..,. : ^Sh^ifc.; .. "!•• (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars I $500!) Name State License # Address License Class City State/Zip City Business License # Telephone # Address City State/Zip TelephoneDesigner Name State License # I~ wwkliSC~cbMreNSATiON,iii5i'::l ":" "™'~":" "-lET ":!:" ""^ir- :"!H7' "^ICTl ~ff*, ' iT '' ~" " 3HT C*:" Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) [~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE ilT"'OWNER BUILDER DECLARATION _'_': ..'.." '.'.- \" ,, .'..'. '..,... ._"„ .".. -'/.... '" „-_ . .... ...-,._ ..'!" rj I hereby affirm that I am exempt from the Contractor s License Law for the following reason l~l I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) [~l I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) 0 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES flNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervisi and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETEjTHIS SECtlON FQRVii^ '".;-;;:::' '" .;; ' ... sr" "."•,.I. '.'..,'"" ,t:: r'"K- 1 Is the applicant or future building occupant required to submit a business plan acutely hazardous mati rials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? O YES D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 l~l YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' Q YES C] NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 litONSTRUCIION LENDING" AGENCY .. ~: ',. i;. ?'"• ;r ;^=: n ; ''::" ' ," .. '"' : „.. W I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME LENDER S ADDRESS :Sr.."' APPLICANT CERTIFJCAtiON '_ • , :i:7"IIS*- „......,.3I 3**° !!i ¥*!*, '"'I' ,1.;,,.,^^'*.^,^:* ^^ 3s, • S^.i^ife:,.^7' ' "'"' I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 cfeys frorythe date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commflncjlLiaLa-period ef 180 day/(Section t/D6 4 4 Uniform Building Code) APPLICANT S SIGNATURE _>O»r\Jtl/0V^ ( JL5 ~\.^^<*~& DATE V> ~ / "~ ' WHITE File YELLOW Applicant PINK Finance EsGil Corporation In (Partners Hip with government for (BuiCding Safety DATE June 13, 20O3 a APEJJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-1525 SET I PROJECT ADDRESS 2045 Corte Del Nogal PROJECT NAME Cabinet Pad, Tank Platforms and Pipe Supports for A P V. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Steven Wicklund 914 E Katella Avenue, Anaheim, CA 92805 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Steven Telephone # (714) 385-1835 Date contacted *- '2 #?> (by e*S Fax # 1834 Mail Telephone./ Fax iX In Person 1 REMARKS By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 6/5/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad O3-1525 June 13, 2003 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 03-1525 OCCUPANCY B/F1/S TYPE OF CONSTRUCTION III N ALLOWABLE FLOOR AREA SPRINKLERS'? ? REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED June 13, 2OO3 JURISDICTION Carlsbad USE ACTUAL AREA STORIES TWO HEIGHT OCCUPANT LOAD DATE PLANS RECEIVED BY ESGIL CORPORATION 6/5/03 PLAN REVIEWER Bert Domingo FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 1997 UBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e . plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1S97UBC)tiforw dot Carlsbad O3-1525 June 13, 20O3 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code 3 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED"? REMARKS STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING EXPANSION/EPOXY ANCHORS DESIGNER-SPECIFIED OTHER 4 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form 5 The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled See the attached correction sheet Title 24 Carlsbad O3-1525 June 13, 2OO3 • MISCELLANEOUS 6 Please submit calculations for the connections of the braced frames to verify conformance to section 2213 8 3 of the 97 UBC Any recommendations should be detailed on the plans and cross referenced 7 The analysis shows the centerlme of the structural elements intersect @ a common point But the detail/sections seems to show differently 8 Page C42 recommended 4-1/2" anchor bolts but the details are different 9 The section 3/S4 is an eccentric brace frame Please submit calculations to verify conformance to section 2213 10 of the 97 UBC 10 Please submit complete foundation calculations 11 Would the cabinet be anchored at the top to the concrete panel 12 Please submit analysis of the existing trusses to verify stability of the same to carry the additional load To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation Thank you Carlsbad O3-1525 June 13, 2003 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS 1 When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B 2 These requirements apply as follows a) The area of specific alteration, repair or addition must comply as "new" construction b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features Carlsbad O3-1525 June 13,20O3 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 03-1525 Job Address or Legal Description 2O45 Corte Del Nogal Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department pnor to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad O3-1525 June 13,20O3 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER OWNER'S NAME I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (DEC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer s/Architect s Seal & Signature Here Signed 1 List of work requiring special inspection O Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI Q High Strength Bolting [H Prestressed Concrete d Expansion/Epoxy Anchors Q Structural Masonry Q Sprayed-On Fireproofmg n Designer Specified D Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A B C 3 Duties of the special inspectors for the work listed above A B C Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad O3-1525 June 13,20O3 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 03-1525 PREPARED BY Bert Domingo DATE June 13, 2O03 BUILDING ADDRESS 2O45 Corte Del Nogal BUILDING OCCUPANCY TYPE OF CONSTRUCTION III N BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) . Plan Check Fee by Ordinance $450 00 Type of Review [~1 Repetitive Fee ^~] Repeatsil.3 Complete Review D Other m Hourly 375 Structural Only Hours * Esgil Plan Review Fee $360 00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 6 DATE ADDRESS (a/ rue RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) ANT IMPROVEMENT INO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHE PLANNE ENGINEER DotsVMisforms/Plannmg Engineering Approvals Carlsbad Fire Department 031525 1635 Faraday Ave Carlsbad CA 92008 Plan Review Requirements Category Building Plan Date of Report 06/19/2003 Reviewed by Plump Engineering Fire Prevention (760) 602-4660 Name Address City, State Plan Checker Job Name Seasilver Job Address 2045 Corte Del Nogal 914 E KatellaAve Anaheim CA 90670 J0b# 031525 Bldg# CB031525 Ste orBldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to deteimme compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FD Job# 1st ?nd 3rd 031525 FDFile# Other Agency ID PLUMP ENGINEERING INC STRUCTURAL CALCULATIONS Client A P V INVENSYSY (SEASILVER) Project TANK ACCESS PLATFORM, PROCESS PIPE SUPPORT Location 2045 CORTE DEL NOGAL, CARLSBAD Building Code 2001 CBC Plump File No 020904 10 By R P Date 06-02-03 Revisions These calculations not valid unless signed and sealed in space above 914 E Katella Avenue, Anaheim, CA 92805 (714) 38V1835 Fax (714) 385-1834 uruo C.nnMilling DiHinceis in S^iMui il I nKiiKcriiiK 1 UK) I'lorcncc Avenue S inn Pe Springs CA 90670 I hone (%2) 777 (WS1 I" ix (S(v2)777 %H Client Title File By __ & a Date Sheet r- 2045 Corte Del Nogal, Carlsbad, CA 92009-1411 02003 Yahoo' Qinbullmg Engineers in Structural Engineering 11210 Florence A\cnuc S ml \ To Springs CA W67I) Thone (502) 777 (W8.1 PIUIP IKOINMIIHO INC I"i\ (Sh2) 777 %n Client Title File By Date Sheet "- 6 - Active Fault Near-Source Zones This map is intended to be used in conjunction with the 1997 Uniform Building Code, Tables 16-S and 16-T Consulting Engineers m Slmclunl Engineering 11210 Florence Avenue S-«nn Fe Springs CA 90670 BTI ^^ I'h'ine (Vi2) 777 (W8.1 PIUUP incnNMiin8 me Fix (562) 777 9fin Client Title File By Date Sheet - <* - BUILDING CODE 2001 California Building Code SEISMIC Zone 4 Z =040 Seismic Source Type B Rose Canyon Fault Distance to Seismic Source = 8 km Na = 1 0 Soil Profile Type Ca = 44Na Cv = 64Nv Structural System R =56 Structure Period Ct = 020 3 Importance Factor Design Base Shear V^WRT V=^WR Lateral Force ap=10 hx=0 FP = BO Ca lr R™ Nv = 1 08 Ca = 0 44 Cv = 0691 Qo =22 hn=7 T = 0 086 I = 1 V= 1 434 W V = 0196W Rp =3 Seismic Zone Factor Near-Source Factor Seismic Coefficient (Braced Frames) 1 + 3 — | W Fp = 0 7 Ca Ip W Fp = 0 147W Fn = 0308W Eq (30-04) Eq (30-05) Horizontal Force Factors Eq (32-2) Eq (32-3) Solution Envelop* | Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 240PM 020904 10a r3d Solution Envtlop* Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 238PM 020904 10a r3d n *007 Loads BUC1 dead toad Solution Errvttopt Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 239PM 020904 10ar3d «*. s 1 •' Loads BtC 2 Hv* load SoKjffon Env»Kkp« Plump Engmeenng, Inc jon 020904 10 Seasilver Platform May 6, 2003 239PM 020904 10a r3d f* ? * L0»di BLC* stltmle fj-tfr) SOtuflon Enwtop* Plump Engineenng, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 240PM 020904 10a r3d Loads BLC 3 svlimtc (x-dlr) SoMton Envelope Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 239PM 020904 10a r3d Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By. Global Steel Code Allowable Stress Increase Factor (ASIF) Include Shear Deformation Include Warping Display Sections for Member Calcs Max Internal Sections for Member Calcs Redesign Sections P-Delta Analysis Tolerance Vertical Axis Area Load Mesh (mA2) Merge Tolerance (in) ASD AISC 9th, AISI 99 1 333 Yes Yes 3 99 Yes 0 50% Y 144 12 Materials (General) Material Label Young's Modulus (ksi) | STL | 29000 Sections Shear Modulus Poisson's Thermal Coef Weight Density Yield Stress (ksi) Ratio (per10A5F) (k/ftA3) (ksi) | 11154 I 3 | 65 ( 49 | 46 | Section Label POST BEAM JOIST BRACING STRINGER Database Shape TU2X2X4 TU3X2X4 TU1 5X1 5X3 TU1 5X1 5X3 TU1 5X1 5X3 Material Label STL STL STL STL STL Area (in)*2 1 59 209 894 894 894 SA(yy) 1 2 1 2 1 2 12 1 2 SA(zz) 1 2 1 2 1 2 12 1 2 ly-y (mM) 766 1 15 242 242 242 Iz-z (in*4) 766 221 242 242 242 J (Torsion) (mM) 1 36 263 431 431 431 T/C Only Joint Coordinates Joint Label X Coordinate Y Coordinate (ft) Z Coordinate Joint Temperature EL Detach from Diaphragm N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 0 0' 5 5 10 10 0 10 5 7 0 0 5 5 10 10 0 10 5 7 0 10 2 0 4 0 4 0 4 1 1 1 4 0 4 0 4 0 4 1 1 1 4 4 4 4 0 0 0 0 0 0 0 0 0 0 45 45 45 45 45 45 45 45 45 45 225 225 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No No No No No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 7 Company Designer Job Number Plump Engineering, Incion 020904 10 Seasilver Platform #1 May 8, 2003 259PM Checked By Joint Coordinates (continued) Joint Label X Coordinate JftL Y Coordinate Z Coordinate (ft) Joint Temperature (EL Detach from Diaphragm N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 N47 N48 N49 N50 N51 N52 N53 N54 N55 N56 N57 N58 N59 N60 N61 N62 2 2 4 4 4 6 6 6 8 8 8 7 10 7 10 7 10 7 10 7 7 10 10 7 7 7 7 10 10 10 10 7 7 7 7 10 10 10 10 4 4 4 4 4 4 4 4 4 4 4 0 0 342 342 342 342 58 58 0 58 0 58 1 72 286 1 14 228 1 72 286 1 14 228 1 14 228 1 72 286 1 14 228 1 72 286 225 45 0 225 45 0 225 45 0 225 45 85 85 45 45 0 0 85 85 -4 -4 -4 -4 7 166667 5 833333 7 166667 5 833333 7 166667 5 833333 7 166667 5 833333 -2 666667 -1 333333 -2 666667 -1 333333 -2 666667 -1 333333 -2 666667 -1 333333 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No NO No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Boundary Conditions Joint Label N1 N3 N5 N11 N13 N15 N35 N36 N43 X Translation (k/in) Reaction Reaction Reaction Reaction Reaction Reaction Y Translation (Win) Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Z Translation (k/in) Reaction Reaction Reaction Reaction Reaction Reaction MX Rotation Ik-ft/rad) MY Rotation (k-ft/rad) i MZ Rotation (k-ft/rad) RISA-3D Version 4 5b [C \nsa\020904 10a r3d]PageS Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Boundary Conditions (continued) Joint Label ( N45 I X Translation (k/m) Y Translation (k/m) Reaction Z Translation (k/in) MX Rotation (k-ft/rad) MY Rotation (k-ft/rad) MZ Rotation (k-ft/rad) Member Data X-Axis Shape / Material Phys End Releases End Offsets Inactive /lember Label I Joint J Joint K Joint Rotate Section Set Memb l-End J-End l-End J-End Code Length (degrees) Set TOM xyzxyz xyzxyz (in) (in) (ft) M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 N1 N3 N5 N2 N4 N7 N4 N7 N9 N11 N13 N15 N12 N14 N17 N14 N17 N19 N2 N6 N21 N23 N24 N26 N27 N29 N30 N32 N33 N8 N18 N9 N19 N7 N17 N41 N35 N42 N36 N43 N44 N45 N46 N20 N48 N47 N2 N4 N6 N4 N6 N4 N8 N9 N8 N12 N14 N16 N14 N16 N14 N18 N19 N18 N12 N16 N22 N24 N25 N27 N28 N30 N31 N33 N34 N18 N6 N19 N4 N17 N2 N20 N37 N16 N38 N39 N10 N40 N6 N37 N50 N49 • POST POST POST BEAM BEAM BRACING BRACING BRACING BRACING POST POST POST BEAM BEAM BRACING BRACING BRACING BRACING BEAM BEAM BEAM JOIST JOIST JOIST JOIST JOIST JOIST JOIST JOIST BRACING BRACING BRACING BRACING BRACING BRACING STRING STRING STRING STRING STRING STRING STRING STRING STRING STRING STRING STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN ^ BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN 4 4 4 5 5 5831 5831 5 5 4 4 4 5 5 5831 5831 5 5 45 45 10 225 225 225 225 225 225 225 225 45 5408 45 5408 45 5408 5263 5263 5263 5263 5263 5263 5263 5263 58 58 58 RISA-3D Version 4 5b [C \risa\020904 10a r3d]Page 9 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver Platform #1 May 6, 2003 259PM Checked By Member Data (continued) Member Label I Joint X-AxIs Shape / Material Phys End Releases J Joint K Joint Rotate Section Set Memb I End J-End ^degrees) __Set__ TOM xyz xyz _ xyz xyz_ End Offsets Inactive l-End J End Code Length " M47" M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 N41 "' N52 N51 N42 N10 N58 N57 N44 N62 N61 N46 N35"~ N54 N53 N36 N39 N56 N55 N43 N60 N59 N45 STRING" STRING STRING STRING STRING STRING STRING STRING STRING STRING STRING ~~StL~ STL STL STL STL STL STL STL STL STL STL __ Y Y Y Y Y Y Y Y Y Y 58 58 58 58 58 58 58 58 58 58 58 Steel Design / NDS Parameters Member Label M1 M2 M3 M4 M5 M6 M7 MS M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 Section Set POST POST POST BEAM BEAM BRACING BRACING BRACING BRACING POST POST POST BEAM BEAM BRACING BRACING BRACING BRACING BEAM BEAM BEAM JOIST JOIST JOIST JOIST JOIST JOIST JOIST JOIST BRACING BRACING BRACING BRACING BRACING BRACING STRINGER Length (ft) 4 4 4 5 5 5831 5831 5 5 4 4 4 5 , 5 5831 5831 5 5 45 45 10 225 225 225 225 225 225 225 225 45 5408 45 5408 45 5408 5263 Lby-y Ie2 (ft) 225 225 2 2 225 225 2 Lbz-z Ie1 (ft) L_comp le bend (ft) 22£> 225 2 2 225 225 2 Ky-y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 < Kz-z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 :my-y CH (^mz-z Cb B Sw y ay z R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 10 Company Designer Job Number Plump Engineering, Incjon 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L comp Cm y-y Cb Sway Label Set Ie2 Ie1 le bend Ky-y Kz-z CH Cm z-z B y z R (ft) (ft) (ft) (ft) M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 M47 M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER STRINGER 5263 5263 5263 5263 5263 5263 5263 58 58 58 58 58 58 58 58 58 58 58 58 58 58 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Basic Load Case Data Load Type Totals BLCNo 1 Basic Load Case Description dead load Category Code DL Category Gravity Description X Y /. Dead Load -1 Joint Point Direct Dist 13 Area Surf 1 2 3 4 dead load live load seismic (x-dir) seismic (z-dir) "DL LL ELX 5LZ Dead Load Live Load Earthquake Load X Earthquake Load Z -1 6 6 13 13 Joint Loads/Enforced Displacements. Category: ELX. BLC 3 : seismic fr-dir) Joint Label [L]oad [MJass or [Displacement Direction Magnitude (k k-ft in, rad k*sA2/ft) N2 N4 N6 N12 N14 N16 L L L L L L X X X X X X 037 037 037 037 037 037 Joint Loads/Enforced Displacements. Category: ELZ, BLC 4: seismic (z-dir) Joint Label N4 N14 N2 N12 N6 N16 [L]oad,[M]ass or [Displacement L L L L L L Direction Z Z Z Z z z Magnitude (k, k-fl. in, rad, k*8A2/ft) 055 055 028 028 028 028 RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 11 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By. Member Direct Distributed Loads, Category PL, BLC 1 dead load Member Label Direction Start Magnitude (k/ft, F) End Magnitude (k/ft F) Start Location (ft or %) End Location (ft or %) M21 M4 M5 M13 M14 M36 M37 M38 M39 M41 M40 M43 M42 Y Y Y Y Y Y Y Y Y Y Y Y Y -022 -011 -011 -011 -011 -007 -007 -007 -007 -007 -007 -007 -007 -022 -011 -011 -011 -011 -007 -007 -007 -007 -007 -007 -007 -007 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Member Direct Distributed Loads, Category LL, BLC 2 live load Member Label Direction Start Magnitude (k/ft, F) End Magnitude (k/ft, F) Start Location (ft or %) End Location (ft or %) M21 M4 M5 M13 M14 M36 M37 M38 ' M39 M41 M40 M43 M42 Y Y Y Y Y Y Y Y Y Y Y Y Y ' -168 -084 -084 -084 -084 -075 -075 -075 -075 -075 -075 -075 -075 -168 -084 -084 -084 -084 -075 -075 -075 -075 -075 -075 -075 -075 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1.dl+ll y 1 2 dl+ll+ex/1 4 y y 1 3 9dl+ex/1 4 y y 1 4 dl+ll+ez/1 4 y y 1 5 9dl+ez/1 4 y 6 dead load ._yj 1 1 DL DL DL DL DL DL 1 1 9 1 1 1 LL LL ELX LL ELZ 1 1 714 1 714 ELX ELZ 714 714 Envelope Joint Displacements Joint Label N1 X Translate (in) | max | 0000 Y Translate Z Translate X Rotate Y Rotate Z Rotate Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc 2 | 0 000 | 3 0 000 | 4 | 2 593e-4 | 4 | 5 362e-5 | 2 [ -4 027e-6 | 5 RISA-3D Version 4 5b [C \risa\020904 10a r3d]Page 12 Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By _ Envelope Joint Displacements, (continued) Joint Label N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 mm max mm max mm max mm max mm max mm max mm max mm jnax mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm X Transate (in) 0000 003 0 0000 0000 003 0 0000 0000 003 0 003 0 003 0 003 0 003 0 0000 0000 003 0 0000 0000 003 0 0000 0000 003 0 ' 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 Lc 5 2 5 2 5 2 5 3 4 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 3 1 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 Y Transate (in) 0000 0 0 0000 0000 0 -001 0000 0000 0 -001 0 0 0 0 0 0 -003 -023 0000 0000 0 0 0000 0000 0 -001 0000 0000 0 -001 0 0 0 0 0 0 -003 -023 -005 -034 -005 -033 0 -004 -057 -387 0 -004 0 0 -087 -595 Lc 1 5 1 5 1 5 1 5 2 5 2 3 1 5 2 5 1 3 2 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 2 3 1 3 2 3 1 3 1 3 4 4 3 3 1 Z Transate (m) 0000 002 0 0000 0000 004 0 0000 0000 002 0 002 0 002 0 003 0 004 0 0000 0000 002 0 0000 0000 004 -001 0000 0000 002 0 002 0 002 0 004 0 003 0 002 0 002 0 003 0 003 0 003 0 004 0 004 0 Lc 3 5 2 4 3 5 1 4 3 5 1 5 2 5 1 5 2 5 2 5 2 5 2 5 2 5 2 5 1 5 1 4 3 5 1 5 1 5 2 5 2 5 1 5 1 5 1 5 1 5 1 5 1 1C Rotate (radians) 8 599e-6 1 396e-3 2215e-4 3 293e-4 96116-7 4 5096-4 1 866e-5 2 319e-4 4 6026-6 1 339e-3 1 987e-4 8 945e-5 -? 293e-4 89016-5 -? 197e-4 1 94e-4 -9 158e-5 96316-4 1 2166-4 1 945e-4 -8 0476-5 -? 222e-4 -I 4146-3 3 208e-4 -3 733e-5 -e> 787e-5 -i> 1846-4 1 883e-4 -8 603e-5 - 1 993e-4 - 1 349e-3 3 43e-4 3 285e-5 2 992e-4 2 346-5 2 77e-4 7 818e-6 - 1 2896-4 -9 873e-4 85116-6 0 5861e-6 - 1 895e-8 1 0186-3 1 467e-4 7 9816-6 0 - 1 6056-4 - 1 056e-3 646-4 61356-5 7 451e-6 0 Lc 3 1 3 4 3 2 5 4 3 2 3 5 2 5 1 5 2 2 5 5 2 3 4 5 2 3 4 5 1 3 4 4 3 4 3 4 3 3 4 4 3 4 3 2 5 4 3 3 4 2 5 4 3 Y Rotate (radians) -2 1266-5 6 826e-6 -1 714e-5 4 665e-6 90016-7 4 665e-6 90016-7 2 462e-5 -3 294e-5 2 0496-5 7 477e-7 5 362e-5 -2 126e-5 2 462e-5 -3 294e-5 4 665e-6 90016-7 3 4356-5 -1 4046-6 -1 6286-5 -5 774e-5 2 539e-6 -1 845e-5 4 84e-5 -6 094e-6 6 966e-6 53126-7 2 2436-5 -6 236-5 1 8696-5 -56136-6 -1 628e-5 -5 774e-5 2 2436-5 -6 236-5 4 846-5 -6 0946-6 3 2476-5 -1 039e-7 8 533e-6 -26166-6 7 097e-7 -8 683e-6 1 445e-5 -4 022e-5 94916-6 -3 3756-5 6 263e-6 -3 282e-5 -9 9596-7 -7 469e-6 82156-6 -1 768e-5 Lc 5 2 5 4 3 4 3 5 1 4 3 2 5 5 1 4 3 5 1 3 4 \ 5 4 3 4 3 5 2 5 2 3 4 5 2 4 3 4 3 5 2 1 5 1 5 1 5 2 5 3 4 2 5 Z Rotate (radians) -26176-4 -2 066e-5 -1 786-4 -82186-6 -2 987e-4 -5 066-5 -4 9066-4 -82146-7 -2 494e-4 8 979e-4 1 322e-4 1 318e-5 -1 447e-4 -2 559e-5 -3 254e-4 5 309e-5 -1 392e-4 -7 665e-5 -5 0356-4 -3 268e-6 -2 592e-4 -20196-5 -1 783e-4 -8 562e-6 -2 955e-4 -5 0886-5 -4 948e-4 -2 553e-6 -2 496e-4 9 0576-4 1 356-4 1 145e-5 -1 424e-4 -2 575e-5 -3 1746-4 5 e-5 -1 369e-4 -7716-5 -5 0556-4 -2 0426-5 -1 7816-4 90186-4 1 336e-4 -1 79e-5 -7 3e-5 -1 766e-3 -1 2146-2 -1 795e-5 -72126-5 1 1896-4 2 846e-5 -6 47e-4 -4 459e-3 Lc 2 3 1 5 2 3 1 5 2 2 5 1 3 5 2 1 3 3 2 5 2 3 1 5 2 3 4 5 2 2 5 1 3 5 2 4 3 3 2 3 1 2 5 5 2 3 2 5 2 4 3 3 2 RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 13 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By. Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate < Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 N47 N48 N49 N50 N51 N52 N53 N54 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mmj max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max 003 0 003 0 003 0 003 0 003 0 003 0 003 0 0 -023 034 005 002 -003 008 0 002 -003 008 0 0 -02 029 005 0 -025 0 -022 034 003 03 003 0 -013 002 -006 0 -017 001 -01 02 003 012 002 025 004 016 2 5 2 5 2 5 2 5 2 5 2 5 2 5 3 1 2 5 3 1 2 5 3 4 2 5 3 1 2 5 3 4 3 4 2 5 2 5 3 1 3 1 3 1 3 1 2 5 2 5 2 5 2 0 0 -002 -012 -087 -595 -002 -012 -003 -022 -057 -388 -003 -023 0000 0000 0000 0000 -003 -023 0 -001 -003 -023 0 -001 0 0 _, 0 0 0000 0000 0 0 0000 0000 0 0 -004 -038 -007 -056 -004 -038 -007 -056 -004 -031 -005 -043 -004 -031 -005 2 5 3 2 3 2 3 4 3 2 3 2 3 2 3 2 3 1 3 2 3 4 3 2 5 2 3 2 3 1 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 004 0 004 0 004 0 004 0 003 0 003 0 003 0 031 004 01 0 01 0 008 0 003 -008 001 -007 021 002 002 -001 0 -029 001 -019 001 -009 002 0 002 -015 0 -029 003 -005 001 -021 0 -027 -002 -036 0 -02 -001 5 1 5 2 5 2 5 2 5 2 5 2 5 2 4 3 4 3 4 3 4 3 5 2 5 1 4 3 5 1 5 2 5 2 5 2 5 2 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 -9 873e-5 -6 975e-4 7 07e-4 70126-5 6921e-6 0 -9 84e-5 -7 529e-4 1 088e-3 1 512e-4 6391e-6 -1 393e-8 -1 524e-4 -1 108e-3 -21886-4 -1 859e-3 -1 7616-4 -1 499e-3 -1 375e-4 -1 1256-3 -6 694e-5 -5 159e-4 1 1226-3 1 372e-4 4 798e-4 4 984e-5 -2 171 6-4 -1 844e-3 -1 7476-Jj -1 485e-3 1 855e-3 2 184e-4 1 84e-3 2 168e-4 1 4896-3 1 757e-4 1 475e-3 1 742e-4 -1 89e-4 -1 589e-3 -7 9436-5 -5 973e-4 -1 935e-4 -1 629e-3 -82196-5 -6 23e-4 -1 452e-4 -1 223e-3 -3 787e-5 -2 429e-4 -1 492e-4 -1 2616-3 -3 902e-5 3 4 2 5 4 3 3 4 2 3 4 3 3 4 3 4 3 4 3 4 3 4 2 3 2 5 3 4 3 4 2 3 2 3 2 3 2 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 2 388e-5 -3 643e-5 1 946e-5 2 426e-6 2 224e-5 2 268e-7 3 925e-5 -1 457e-5 4 247e-5 -7 638e-6 3 595e-5 -1 974e-6 38116-5 49196-7 3 247e-5 -1 0396-7 1 733e-5 -2 0266-5 3 247e-5 -1 0396-7 1 795e-5 -2 558e-5 3 435e-5 -1 4046-6 2 542e-5 6 389e-7 3 247e-5 -1 0396-7 1 727e-5 -2 063e-5 3 435e-5 -1 4046-6 3 435e-5 -1 404e-6 2 928e-5 -1 743e-6 2 964e-5 -1 7066-6 3 247e-5 -1 0396-7 3 247e-5 -1 0396-7 3 247e-5 -1 0396-7 3 247e-5 -1 0396-7 1 7096-5 -21796-5 1 501e-5 -3 5166-5 1 7516-5 -1 916-5 1 97e-5 2 5 4 3 4 3 5 1 5 2 5 2 4 3 4 3 5 1 4 3 5 2 5 1 4 3 4 3 5 1 5 1 5 1 4 3 4 3 4 3 4 3 4 3 4 3 5 1 5 1 5 1 5 1 1736-4 2 822e-5 -1 385e-4 -1 0246-3 4 402e-3 6 4366-4 -1 39e-4 -1 0286-3 5 289e-4 6 442e-5 1 2176-2 1 773e-3 53e-4 6 4396-5 -7716-5 -5 0556-4 6 544e-4 9 494e-5 -7716-5 -5 0556-4 4 057e-4 5 599e-5 -7 665e-5 -5 0356-4 4 0526-4 5 484e-5 -7716-5 -5 0556-4 6 547e-4 95e-5 -7 665e-5 -5 035e-4 -7 665e-5 -5 035e^ 6516-4 9 295e-5 65136-4 93016-5 -771e-5 -5 0556-4 -771e-5 -5 0556-4 -7716-5 -5 0556-4 -771e-5 -5 0556-4 6561e-4 9 522e-5 6 66e-4 9 682e-5 6 53e-4 94716-5 6 393e-4 1 3 3 2 4 3 3 2 1 3 4 3 4 3 3 2 2 5 3 2 2 5 3 2 2 5 3 2 2 5 3 2 3 2 2 5 2 5 3 2 3 2 3 2 3 2 2 5 2 5 2 5 2 RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 14 Company Plump Engineering, Inc. Designer jon Job Number 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By. Envelope Joint Displacements, (continued) Joint Label N55 N56 N57 N58 N59 N60 N61 N62 mm max mm max mm max mm max mm max mm max mm max mm max mm X Transate (in) 002 0 -018 001 -01 0 -014 002 -007 025 003 016 002 021 002 012 0 Lc 5 3 4 3 4 3 4 3 4 2 5 2 5 2 5 2 5 Y Transate (in) -043 -004 -038 -007 -056 -004 -038 -007 -056 -004 -031 -005 -043 -004 -031 -005 -043 Lc 4 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 Z Transate (in) -031 007 0 024 002 017 001 031 003 021 002 031 003 028 003 037 004 Lc 1 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 X Rotate (radians) -2 596e-4 1 625e-3 1 931 e-4 6189e-4 8183e-5 1 585e-3 1 887e-4 J> 929e-4 7 906e-5 1 253e-3 1 488e-4 2 502e-4 3 623e-5 1 214e-3 1 448e-4 2 329e-4 3 447e-5 Lc 4 2 3 2 3 2 3 2 3 2 3 2 5 2 3 2 5 Y Rotate (radians) -50116-6 3 435e-5 -1 4046-6 3 435e-5 -1 4046-6 3 435e-5 -1 4046-6 3 435e-5 -1 4046-6 2816-5 -1 859e-6 1 882e-5 -8 308e-6 3 082e-5 -1 59e-6 4 432e-5 -25716-7 Lc 1 5 1 5 1 5 1 5 1 4 3 5 2 4 3 4 3 Z Rotate (radians) 9 2496-5 -7 665e-5 -5 0356-4 -7 665e-5 -5 0356-4 -7 665e-5 -5 035e-4 -7 665e-5 -5 0356-4 6 495e-4 9 273e-5 6 356e-4 9 06e-5 6 527e-4 9 322e-5 6 627e-4 9 476e-5 Lc 5 3 2 3 2 3 2 3 2 2 5 2 5 2 5 2 5 Envelope Reactions Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (k) Lc (k) Lc (k) Lc (k-ft) Lc (k-ft) Lc (k-ft) Lc N1 N3 N5 N11 N13 N15 N35 N36 N43 N45 Reaction Totals max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm -003 -039 -005 -064 05 -019 -003 -038 -005 -063 047 -02 0000 0000 0000 0000 0000 0000 0000 0000 0000 -159 5 2 5 2 4 3 5 2 5 2 1 3 1 1 1 1 1 1 1 1 5 2 729 132 1 051 174 1 4 216 766 132 1 118 209 1 413 268 457 051 437 047 458 051 439 047 8089 1415 1 3 1 5 2 5 4 3 4 3 4 3 2 3 1 3 4 3 4 3 2 3 -014 -111 -004 -065 -011 -101 089 -007 029 -029 08 -011 0000 0000 0000 0000 0000 0000 0000 0000 0000 -159 3 4 3 4 3 4 2 5 2 5 1 5 1 1 1 1 1 1 1 1 1 5 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 111 1 1 1 11 1 1 1 1 11 1 1 11 11 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 1 11 11 11 11 1 1 111 1 1 1 1 11 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 1 11 11 111 111 11 11 1 11 11 Envelope Member Deflections Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) L/y Ratio Lc (n) L/z Ratio Lc (in) (in) (in) (radians) M1 1 2 max mm max mm 0 0 0 0 1 1 5 1 0 0 0 -003 1 1 1 3 0 0 002 -005 1 1 5 2 5 362e-5 -2 126e-5 3 802e-5 -1 988e-5 2 5 2 5 NC NC NC NC NC NC NC 9277 24 2 RISA-3D Version 4 5b [C \risa\020904 10a r3d]Page 15 Company Designer Job Number Plump Engineering, (no Jon 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Envelope Member Deflections, (continued) Member Label £ M2 M3 M4 M5 M6 M7 M8 [ M9 M10 section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max jriin max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max x-Translate (In) 0 0 0 0 0 0 0 -001 0 0 0 0 0 -001 003 0 003 0 003 0 003 0 003 0 003 0 002 0 002 0 002 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 0 0 0 Lc 5 1 1 1 5 1 5 1 1 1 5 2 5 2 2 5 2 5 2 5 2 5 2 5 2 5 2 5 3 1 3 1 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 1 1 3 y-Translate (in) 0 -003 0 0 001 -003 0 -003 0 0 0 -007 0 -003 0 0 0 -004 0 -001 0 -001 -003 -024 0 -001 0 -002 -01 -012 0 -003 001 0 -007 -01 001 0 0 0 -006 -006 0 0 0 0 -006 -006 0 0 0 0 0 Lc 5 2 1 1 1 3 5 2 1 1 5 2 5 2 5 1 3 1 5 1 5 1 3 2 5 2 5 2 5 2 5 2 3 1 3 1 2 5 3 1 3 1 5 1 5 1 3 2 5 2 1 1 1 z-Translate Cn) 002 0 0 0 004 -002 004 0 0 0 002 -005 002 0 002 0 003 0 004 0 004 0 003 0 002 0 002 0 003 0 004 0 004 0 003 0 002 0 002 0 003 0 003 0 003 0 003 0 002 0 0 0 008 Lc 5 2 1 1 5 2 5 1 1 1 5 1 5 1 5 2 5 1 5 1 5 1 5 2 5 1 5 2 5 2 5 1 5 1 5 1 5 1 5 2 5 2 5 2 5 2 5 1 5 1 1 1 4 x-Rotate (radians) 6 826e-6 -1 714e-5 4 665e-6 9001e-7 4 665e-6 90016-7 4 665e-6 90016-7 2 462e-5 -3 294e-5 2 327e-5 -1 74e-5 2 049e-5 7 477e-7 1 396e-3 22156-4 9 236e-4 1 254e-4 4 509e-4 1 866e-5 4 509e-4 1 866e-5 1 026e-3 1 368e-4 1 339e-3 1 987e-4 6 577e-5 -1 6936-4 1 357e-4 1 389e-5 3 888e-4 1 67e-5 3 844e-4 1 53e-5 1 293e-4 1 5046-5 6 366e-5 -1 7146-4 8 945e-5 -2 293e-4 1 4176-4 -1 6046-4 1 94e-4 -91586-5 1 94e-4 -9158e-5 1 415e-4 -1 556e-4 89016-5 -21976-4 -1 628e-5 -5 774e-5 -1 113e-5 Lc 2 5 4 3 4 3 4 3 5 1 5 1 4 3 1 3 2 5 2 5 2 5 2 5 2 3 5 1 4 3 2 5 2 5 4 3 5 2 5 2 5 2 5 2 5 2 5 1 5 1 3 4 3 (n) L/y Ratio NC NC NC NC NC NC NC NC NC NC NC 8256 706 NC NC NC NC NC NC NC NC NC NC NC 2617407 NC NC NC NC 7237 558 7237 558 NC NC NC NC 8041 731 7237 558 NC NC NC NC NC 9843 079 NC NC NC NC NC 9843 079 NC NC NC NC NC Lc 2 2 5 2 3 1 1 2 (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 7034 073 Lc 4 RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 16 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Envelope Member Deflections, (continued) Member Label £ M11 M12 M13 M14 M15 M16 M17 M18 |_ M19 section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm x-Translate (m) 0 0 0 0 0 0 0 0 -001 0 0 0 0 0 -001 003 0 003 0 003 0 003 0 003 0 003 0 002 0 002 0 002 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 002 0 Lc 4 3 4 1 1 3 4 3 4 1 1 3 4 3 4 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 3 4 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 5 2 y-Translate (m) -003 0 -003 0 0 001 -003 0 -003 0 0 0 -007 0 -003 0 0 0 -004 0 -001 0 -001 -003 -024 0 -001 0 -002 -01 -012 0 -003 001 0 -007 -01 001 0 0 0 -006 -006 0 0 0 0 -006 -006 0 0 0 0 Lc 3 5 2 1 1 1 3 5 2 1 1 5 2 5 2 3 4 3 4 3 4 3 4 3 2 3 4 5 2 5 2 5 2 3 4 3 4 2 5 3 4 3 4 3 4 3 4 3 4 3 4 5 1 z-Translate (in) 0 002 0 0 0 006 0 004 -001 0 0 007 0 002 0 002 0 003 0 004 -001 004 -001 003 0 002 0 002 0 003 0 004 -001 004 -001 003 0 002 0 002 0 003 0 004 0 004 0 003 0 002 0 0 -003 Lc 3 5 2 1 1 4 3 5 2 1 1 4 3 5 1 5 2 5 1 5 2 5 2 5 2 5 1 4 3 5 2 5 2 5 2 5 1 5 1 4 3 5 2 5 1 5 1 5 1 5 1 5 2 x-Rotate (radians) -4 396e-5 2 539e-6 -1 845e-5 4 84o-5 -6 094e-6 3 459e-5 -3 886e-6 6 966e-6 5312e-7 2 243e-5 -6 23e-5 2 058e-5 -4712e-5 1 869e-5 -56136-6 -2 222e-4 -1 414e-3 -1 45e-4 -9 662e-4 -6 787e-5 -51846-4 -6 7876-5 -5 1846-4 -1 4066-4 -1 048e-3 -1 993e-4 -1 349e-3 2 644e-4 1 979e-5 1 448e-5 -1 235e-4 -5 792e-5 -4416-4 -5 847e-5 -44816-4 8 669e-6 -1 189e-4 2 665e-4 30216-5 3 43e-4 3 285e-5 31e-4 2 0346-5 2 77e-4 78186-6 2 77e-4 78186-6 28816-4 1 5616-5 2 9926-4 2 34e-5 -2 0666-5 -1 786-4 Lc 4 1 5 4 3 4 3 4 3 5 2 5 2 5 2 3 4 3 4 3 4 3 4 3 4 3 4 4 3 5 2 3 4 3 4 5 1 4 3 4 3 4 3 4 3 4 3 4 3 4 3 3 1 (n) L/y Ratio NC NC NC NC NC NC NC NC NC NC NC NC 8306 938 NC NC NC NC NC NC NC NC NC NC NC 2607 341 NC NC NC NC 7237 558 7237 558 NC NC NC NC 8041 731 7237 558 NC NC NC NC NC 9843 079 NC NC NC NC NC 9843 079 NC NC NC NC Lc 2 2 5 2 3 4 4 4 (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC 7878 002 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc 4 RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 17 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Envelope Member Deflections, (continued) Member Label £ M20 M21 M22 M23 M24 M25 M26 M27 M28 5ection 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max x-Translate (in) 002 0 002 0 002 0 002 0 002 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 003 0 004 0 004 0 004 0 004 0 004 0 004 0 004 0 004 0 004 0 004 0 004 0 004 0 003 Lc 5" 2 5 2 5 1 5 1 5 1 2 5 2 5 2 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 2 5 2 5 2 5 2 5 2 5 2 5 y-Translate (in) -005 -034 0 0 0 -001 -005 -033 0 -001 -005 -034 -091 -622 -005 -033 0 -004 -029 -196 -057 -387 -057 -387 -029 -196 0 -004 0 0 -044 -297 -087 -595 -087 -595 -044 -297 0 0 -002 -012 -044 -304 -087 -595 -087 -595 -044 -304 -002 -012 -003 Lc 3 1 3 4 5 2 3 2 3 4 3 1 3 2 3 2 3 1 3 1 3 1 3 1 3 1 3 4 4 3 3 1 3 1 3 1 3 1 2 5 3 2 3 2 3 2 3 2 3 4 3 4 3 z-Translate (m) 0 -003 0 -003 0 -003 0 -003 0 -003 002 0 004 0 002 0 0 -003 0 -003 0 -003 0 -003 0 -003 0 . -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 Lc 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 1 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 x- Rot ate (radians) -2 0426-5 -1 7816-4 -2019e-5 -1 783e-4 8 979e-4 1 322e-4 9018e-4 1 336e-4 9 057e-4 1 35e-4 85116-6 0 71866-6 0 58616-6 0 -1 79e-5 -7 3e-5 -8 933e-4 -61066-3 -1 766e-3 -1 214e-2 -1 766e-3 -1 214e-2 -8 933e-4 -61066-3 -1 795e-5 -72126-5 1 1896-4 2 8466-5 -3 0936-4 -21726-3 -6 47e-4 -4 459e-3 -6 47e-4 -4 459e-3 -3 094e-4 -21736-3 1 1736-4 2 822e-5 -1 3856-4 -1 024e-3 1 6916-3 2 525e-4 4 4026-3 6 436e-4 4 402e-3 6 4366-4 1 689e-3 2 523e-4 -1 39e-4 -1 0286-3 5 289e-4 Lc 3 1 3 1 2 5 2 5 2 5 4 3 4 3 4 3 5 2 3 2 3 2 3 2 3 2 5 2 4 3 3 2 3 2 3 2 3 2 1 3 3 2 4 3 4 3 4 3 1 3 3 2 1 (n) L/y Ratio NC 1644947 NC NC NC NC NC 1682954 NC NC NC NC 1401 524 204 024 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc 1 2 3 2 (n) L/z Ratio NC" NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 18 Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By. Envelope Member Deflections, (continued) Member Label £ M29 M30 L M31 M32 M33 M34 M35 I M36 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm x-Translate (m) 0 003 0 003 0 003 0 003 0 003 0 002 0 002 0 002 0 0 -002 0 -002 0 -002 003 0 003 0 004 0 0 -003 0 -003 0 -003 002 0 002 0 002 0 0 -002 0 -002 0 -002 -002 -016 -002 -017 -002 -017 Lc 2 5 2 5 2 5 2 5 2 5 2 5 1 5 1 5 1 3 4 3 4 3 4 5 2 5 1 5 1 3 4 3 4 3 4 5 2 5 2 4 3 3 4 3 4 3 4 3 4 3 4 3 4 y-Translate (m) -022 -03 -206 -057 -388 -057 -388 -03 -206 -003 -023 0 0 -004 -004 0 0 001 0 -006 -008 001 -002 0 0 -004 -004 0 0 002 0 -005 -008 002 -001 0 0 -004 -004 0 0 001 0 -006 -007 001 0 013 002 -004 -053 0 -018 Lc 2 3 2 3 2 3 2 3 2 3 2 5 2 3 2 3 4 5 2 5 2 5 2 5 1 3 4 3 4 5 1 5 1 5 1 3 1 3 1 3 4 5 1 5 1 5 1 4 3 5 2 5 2 z-Translate (in) -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 003 0 003 0 003 0 0 -003 0 -003 0 -003 003 0 003 0 003 0 0 -003 0 -003 0 -003 003 0 003 0 003 0 0 -02 001 -01 003 0 Lc 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 2 5 2 5 2 5 5 2 5 2 5 2 2 5 2 5 2 5 5 2 5 2 5 2 2 5 2 5 2 5 3 1 3 1 2 5 x-Rotate (radians) 6 4426-5 63516-3 9196-4 1 2176-2 1 773e-3 1 2176-2 1 7736-3 63516-3 91896-4 53e-4 6 4396-5 -2 5596-5 -3 2546-4 -2 5676-5 -32146-4 -2 5756-5 -31746-4 2 296e-4 3 3876-5 72216-6 -3 075e-4 -9 958e-5 -7 458e-4 5 3096-5 -1 3926-4 51546-5 -1 386-4 5e-5 -1 3696-4 1 1056-4 -1 5156-5 25176-4 2 5056-5 41036-4 4 266-5 1 3186-5 -1 447e-4 1 2316-5 -1 4356-4 1 1456-5 -1 424e-4 1 0956-4 -4 1486-5 1 1266-4 2 6786-6 1 5166-4 1 797e-5 40016-4 5 8536-5 40016-4 5 8536-5 40016-4 5 8536-5 Lc 3 1 3 4 3 4 3 4 3 4 3 5 2 5 2 5 2 2 5 3 1 5 2 1 3 1 3 4 3 3 1 2 5 1 3 1 3 1 3 1 3 3 4 2 5 1 3 4 3 4 3 4 3 (n) L/y Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 9347 653 9347 653 NC NC NC NC NC NC NC NC NC NC 9347 653 9347 653 NC NC NC NC NC NC NC NC NC NC 9347 653 9347 653 NC NC NC NC NC 1278498 NC NC Lc 5 2 5 1 5 1 2 (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 19 Company Plump Engineering, Inc Designer ion Job Number 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Envelope Member Deflections, (continued) Member Label £ M37 M38 M39 M40 M41 M42 [ M43 M44 | M45 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max x-Translate (in) -003 -024 -003 -023 -003 -023 0 -002 0 -002 0 -002 0 -008 0 -007 0 -007 0 -022 0 -022 0 -021 0 -014 0 -015 0 -015 0 -007 0 -006 001 -006 002 0 002 -001 002 -001 023 003 023 003 023 003 056 007 056 007 056 Lc 3 4 3 4 3 4 1 5 3 4 3 4 3 4 3 4 3 4 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 2 3 2 3 2 3 4 3 4 3 4 y-Translate (in) 02 002 -004 -047 0 -013 002 0 -005 -052 001 -002 006 0 -004 -048 004 0 019 0 -005 -049 -002 -014 012 0 -006 -054 -002 -019 006 0 -005 -048 003 -001 0 -001 -006 -052 0 -002 0 -003 001 -002 003 -002 006 -002 008 -001 01 Lc 4 3 5 2 5 2 5 1 5 1 5 2 4 3 5 1 4 3 2 5 3 4 3 4 2 5 3 4 3 4 2 5 3 4 1 5 2 5 3 4 3 4 5 2 1 3 1 3 1 3 1 3 1 z-Translate (m) 0 -023 0 -013 002 -003 029 005 016 002 003 0 034 005 021 003 008 0 025 0 014 0 003 -002 022 0 011 -001 0 -003 -003 -034 -002 -021 0 -008 -003 -03 -001 -016 0 -003 0 -003 0 -006 0 -01 029 0 025 0 021 Lc 3 1 3 1 3 1 2 5 2 5 2 5 2 5 2 5 2 5 4 3 4 3 4 3 4 3 4 3 5 2 5 2 5 2 5 2 5 2 5 2 5 2 2 5 3 4 3 4 1 5 1 5 1 x-Rofate (radians) 40016-4 5 853e-5 40016-4 5 853e-5 40016-4 5 853e-5 -6 098e-5 -5 104e-4 -6 256e-5 -52016-4 -9 045e-5 -6 926-4 -6 096-5 -516-4 -5 9056-5 -4 986e-4 -3 089e-5 -3 25e-4 -3 637e-5 -3 836e-4 -3 637e-5 -3 836e-4 -3 637e-5 -3 836e-4 -3 637e-5 -3 836e-4 -3 637e-5 -3 836e-4 -3 637e-5 -3 836e-4 4 99e-4 8 436e-5 4 874e-4 8 259e-5 31116-4 5 5556-5 4 995e-4 8 444e-5 5 0946-4 8 595e-5 68416-4 1 071e-4 1 0396-7 -3 247e-5 1 039e-7 -3 247e-5 1 0396-7 -3 247e-5 1 0396-7 -3 247e-5 1 039e-7 -3 247e-5 1 039e-7 Lc 4 3 4 3 4 3 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 2 5 2 5 2 5 2 5 2 5 2 3 3 4 3 4 3 4 3 4 3 4 3 (n) L/y Ratio NC NC NC 1266858 NC NC NC NC 9814102 1251 59 NC NC NC NC 9626 068 1233308 NC NC NC NC NC 1268322 NC NC NC NC NC 127982 NC NC NC NC NC 1236564 NC NC NC NC NC 1254495 NC NC NC 1978102 NC NC NC NC NC NC NC NC NC Lc 2 5 1 5 1 4 4 4 4 2 (n) Uz Ratio NC 3087 823 NC 6175645 NC NC 2444124 NC 4904 841 NC NC NC NC NC NC NC NC NC 2874712 NC 5749 425 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 2400 354 NC 4816 974 NC NC NC NC NC 1900275 7400 667 919985 NC NC NC NC NC Lc 1 1 2 2 4 4 2 2 4 3 4 RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 20 Company Designer Job Number Plump Engineering, Inc Jon 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Envelope Member Deflections, (continued) Member Label ! M55 M56 | M57 Section 3 1 2 3 1 2 3 1 2 3 max mm max mm max rnm max mm max mm max mm max mm max mm max mm max mm x-Translate (m) 0 0 043 005 043 005 043 005 031 004 031 004 031 004 0 0 0 0 0 0 Lc 1 1 2 3 2 3 2 3 2 3 2 3 2 3 4 3 4 3 1 1 y-Translate (•n) 025 0 0 -012 -001 -014 -002 -016 -002 -021 -002 -023 -003 -025 -003 -03 -003 -032 -003 -034 Lc 4 3 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 z-Translate (in) 029 0 -004 -037 -003 -034 -003 -031 -003 -028 _, -002 -024 -002 -021 0 -002 005 -002 009 -001 Lc 2 5 3 4 3 4 3 4 3 4 3 4 3 4 2 5 2 5 2 5 x-Rotate (radians) 1 4046-6 -3 435e-5 25716-7 -4 432e-5 1 76e-6 -2916-5 8 3086-6 -1 882e-5 1 59e-6 -3 0826-5 1 7256-6 -2 946e-5 1 8596-6 -2816-5 1 7066-6 -2 964e-5 1 725e-6 -2 9466-5 1 7436-6 -2 928e-5 Lc 1 5 3 4 3 4 2 5 3 4 3 4 3 4 3 4 3 4 3 4 (n) L/y Ratio 2014765 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc 4 (n) Uz Ratio 644811 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 1666583 NC 830 849 NC Lc 2 2 2 Envelope Member AISC ASP 9th Code Checks Label M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 Code Chk 165 115 254 125 152 024 023 016 019 165 114 254 126 152 024 023 016 019 229 226 553 002 003 003 003 003 003 002 Loc (ft) 4 4 4 5 0 ,2856 2975 25 25 4 4 4 5 0 2856 2975 25 25 225 225 602 1 125 1 125 1 125 1 125 1 125 1 125 1 125 Lc 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 Shear Chk 008 003 013 027 043 004 004 002 002 008 003 014 027 042 004 004 002 002 022 023 044 181 181 069 069 082 082 175 Loc ® 1 02 0 3429 5 0 0 0 5 5 1 02 1 02 3429 5 0 0 0 5 5 0 0 10 0 0 225 0 225 0 0 Dir z z z yyyyyy z yz yy yy yy yy yy yyy yyy Lc 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ASD Eqn H1-2 H1-2 H1-2 H1-2 H1-2 H1-3 H1-3 H2-1 H2-1 H1-2 H1-2 H1-2 H1-2 H1-2 H1-3 H1-3 H2-1 H2-1 H1-2 H1-2 H1-2 H2-1 H2-1 H1-3 H1-3 H1-3 H1-3 H2-1 Message RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 22 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Platform #1 May 6, 2003 259PM Checked By Envelope Member AISC ASD 9th Code Checks, (continued) Label M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 M47 M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 Code Chk 002 018 016 013 019 019 016 261 267 284 289 267 261 288 283 042 248 116 161 277 099 152 043 248 116 162 276 099 152 Loc (ft)1 125 225 2649 225 2649 225 2649 3544 3544 3544 3544 3544 3544 3544 3544 0 0 58 58 0 58 58 0 0 58 58 0 58 58 Lc 1 1 4 1 4 1 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Shear Chk 175 001 006 001 003 001 002 020 020 024 024 020 020 024 024 005 073 033 045 083 028 042 005 073 033 045 083 028 042 Loc (ft) 0 45 0 45 5408 45 0 0 0 5263 5263 0 0 5263 5263 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dir yy y y y y yy y y y y yy y z z z z z z z z 7L Z Z Z Z Z Lc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ASD Eqn H2-1 H2-1 H1-3 H2-1 H1-3 H2-1 H1-3 H1-3 H2-1 H2-1 H1-3 H2-1 H1-3 H1-3 H2-1 H2-1 H2-1 H1-2 H1-2 H2-1 H1-2 H1-2 H2-1 H2-1 H1-2 H1-2 H2-1 H1-2 H1-2 Message RISA-3D Version 4 5b [C \nsa\020904 10a r3d]Page 23 Plump Engineering, Inc Title Seasilvpr Dsgnr ]on Date Description Carlsbad California Job #020904 10 Scope Rtv 510302 User KW 0601611 Ver 5 1 3 22 Jun 1999 Win32(c) 1983 99 ENERCAIC Steel Column Base Plate c \enercalc\020904.10 ecw Calculations Description Platform #1 Post Base Plate (Node N15) General Information Loads Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width TsummanT^J~ Concrete Bearing Stress Actual Bearing Stress Allow per AC1 1015 Allow per AISC J9 Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements | 1 41 k 0 00 k-ft 3530m 3 530 In 0120 <n 12 000 in 12 ooo m Bearing Stress OK 1134 psi 2 975 0 psi 2 327 5 psi Thickness OK 287443 pel 35 91 00 psi Bolt Tension OK 0000k 5500k Steel Section Section Length Section Width Flange Thickness Web Thicknes 3 Allowable Stresses Concrete f c Base Plate Fy Load Duration Factor Anchor Bolt Data Dist from Plate Edge Bolt Count per Side Tension Capacity Bolt Area Full Bearing /O- 9 O 4F /^* ' ^i /O 2 /t m «j^ & f » «n? ^ 1 125 in 1 125 In 0 750 in 0 750 in 2 500 0 psi 3600ksi 1330 1.200 in 1 5500k 0 200 m2 Baseplate OK No Bolt Tension ft \ f/ v* V* / C *> 7 Solution Envvlopt [ Plump Engineering, Inc jon 020904 10 Seasilver Pre-Blend Platform May 6, 2003 617PM 020904 10b r3d 7 ^ Loadi BLC 2 Itv* (0«d nvtlop*I] Plump Engineering, Inc jon 020904 10 Seasilver Pre-Blend Platform May 6, 2003 526PM 0209041 Ob r3d > r Loads BLC 4 l»ltmle (2-dlr) Solution EnvBlop* Plump Engineering, Inc jon 020904 10 Seasilver Pre-Blend Platform ** * Al , 7% May 6, 2003 526PM 0209041 Ob r3d Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By. Load Combinations Num Description Env WS PD SRSS 1 | dl+ll 2 3 4 5 6 V CD dl+ll+ex/1 4 V y 1 9dl+ex/1 4 dl+ll+ez/1 4 y y y J y 1 1 9dl+ez/1 4 y y 1 dead load 1 BLC Factor BLC Factor BLC Factor BLC Factor DL DL DL DL DL I DL 1 1 9 1 1 1 LL LL ELX LL ELZ 1 1 714 1 714 ELX ELZ 714 714 ... ... Envelope Joint Displacements Joint Label N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm X Translate (in) 103 0 103 0 059 0 059 0 003 0 003 0 103 0 059 0 003 0 103 0 059 0 003 0 103 0 059 0 003 0 103 0000 059 0000 003 0000 Lc 3 1 2 5 3 1 2 5 3 1 2 5 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 2 5 Y Translate (m) 0 -002 0 -002 -018 -119 -016 -119 0 -003 0 -003 009 -01 -018 -127 -007 -037 014 -005 -011 -089 -007 -041 006 -002 -002 -02 -002 -012 0 -001 0 -004 0 -002 Lc 5 1 5 2 3 2 3 1 3 4 3 4 3 1 3 1 3 2 3 1 3 1 3 2 3 1 3 1 3 2 5 1 3 1 3 4 Z Translate (m) 002 -001 002 -001 002 -001 002 -001 002 -001 002 -001 003 -001 003 -001 003 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 0 005 0 005 0 Lc 5 2 5 1 5 2 5 1 5 2 5 1 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 1 5 1 5 1 X Rotate (radians) -3343e-8 -6 068e-5 -1 521 e-6 -6 068e-5 -5 202e-5 -3944e-4 451e-5 ^3 906e-4 3 024e-5 -5 323e-5 ? 856e-5 ^5 323e-5 8 848e-6 663e-5 -5 164e-5 -3934e-4 I 064e-4 -4 693e-5 ? 473e-5 -77516-5 -5 053e-5 -3 923e-4 1 935e-4 -3 972e-5 4 064e-5 -9081e-5 -49416-5 -39126-4 I 134e-4 -73146-5 4 866-5 -97816-5 -4 886e-5 -3 9066-4 73316-5 -8 985e-5 Lc 3 4 3 4 5 2 3 1 2 5 1 5 1 5 3 2 2 5 1 5 3 2 2 5 1 5 3 2 2 5 1 5 3 2 2 5 Y Rotate (radians) 23136-4 -6 996e-4 2 7096-4 -9 593e-4 3 34e-6 -1 518e-3 -9 726e-7 -1 522e-3 1 261 e-4 -2 755e-4 2 755e-4 -1 348e-4 5 676e-6 -7 456e-5 5 739e-6 -7 396e-5 5 753e-6 -7 438e-5 -1 569e-6 -2 627e-5 -1 741e-6 -2 728e-5 -1 499e-6 -2 547e-5 1 842e-6 -1 18e-5 8 692e-6 -1 172e-5 2 309e-6 -1 23e-5 0 -7 995e-6 0 -1 516e-5 0 -1 197e-5 Lc 1 3 5 2 4 3 5 2 1 5 5 2 3 4 3 4 3 4 3 4 3 4 3 4 5 2 5 2 5 2 5 2 5 2 5 2 Z Rotate (radians) 4 395e-5 -9 449e-4 2 84e-8 -9 885e-4 2 127e-4 -1 957e-4 -1 642e-5 -4 226e-4 6 204e-4 7 363e-5 -74416-5 -6 208e-4 37616-4 -1 1356-4 4 57e-4 5 596e-5 -1 889e-4 -1 0576-3 40216-4 1 9196-6 2 5556-3 3716-4 7 643e-4 1 243e-4 4 586e-5 -5 278e-4 2 239e-3 2 652e-4 1 2196-3 21796-4 0 -4 7556-4 0 -7 3276-5 3 0346-5 0 Lc 4 3 5 2 4 3 5 2 1 3 3 2 3 4 2 5 3 2 1 3 2 3 4 3 4 3 1 3 2 3 1 3 5 2 2 5 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 15 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate > Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (ladians) Lc (radians) Lc (radians) Lc N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 L N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N44 N45 N46 max mm nax min max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max 103 0 059 0 003 0 103 0 059 0 003 0 103 0 059 0 003 0 001 0 001 0 001 0 001 0 003 0 003 0 002' 0 002 0 002 0 002 0 002 0 002 0 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 3 1 2 5 3 1 2 5 3 4 2 1 2 5 3 1 3 1 3 1 2 5 2 5 2 5 3 1 3 4 3 4 2 5 2 0 -008 -003 -021 -002 -012 0 -02 -014 -09 -007 -041 -002 -021 -019 -127 -006 -037 0 0 0 0 0 -003 0 -003 -015 -079 -014 -079 -017 -093 -017 -093 -001 -01 -008 -043 -008 -043 -001 -01 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 5 2 5 2 3 4 5 2 5 2 3 4 5 2 3 2 3 4 3 1 3 2 3 2 3 1 3 2 3 1 3 2 3 1 5 2 3 2 3 1 5 1 5 1 5 1 5 2 3 4 3 4 3 005 0 005 0 005 -001 005 -001 005 -001 005 0 003 -001 003 -001 003 -001 005 -002 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -002 005 -001 005 -001 005 -001 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 51 51 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 2 5 1 5 2 5 1 5 2 5 1 5 2 5 1 5 2 5 2 5 1 5 1 5 2 5 1 5 1 4 3 4 3 4 4 197e-5 -9 081 e-5 -4 83e-5 -3 906e-4 1 129e-4 -7 314e-5 2 759e-5 -7 751 e-5 -4719e-5 -3 906e-4 1 921 e-4 -3 972e-5 9 784e-6 -6 63e-5 -4 607e-5 -3 906e-4 1 049e-4 -4 693e-5 -3 424e-5 -4 725e-4 -3 424e-5 -4 652e-4 -3 21 e-5 -4 575e-4 -3 21 e-5 -4 551 e-4 1 885e-3 3 407e-4 1 888e-3 3 475e-4 -1 526e-4 -8 357e-4 -1 464e-4 -8 326e-4 -4 799e-4 -? 679e-3 -5 518e-4 -3 036e-3 -5 478e-4 -3 034e-3 -4 884e-4 -? 684e-3 1 528e-4 -3201e-5 3 541 e-4 -1 412e-4 1 528e-4 -? 894e-5 1 628e-4 -32156-5 3 734e-4 -3 122e-5 1 628e-4 2 5 3 1 1 5 2 5 3 1 1 5 2 5 3 1 1 5 5 2 5 1 5 2 5 1 1 3 2 3 3 2 3 1 3 1 3 2 3 1 3 2 5 2 5 1 5 1 5 2 5 1 5 1 19e-6 -1 03e-5 2 33e-6 -8 872e-6 2187e-6 -9 623e-6 2 627e-5 -5 796e-7 2 728e-5 -9118e-7 2 547e-5 -8 28e-7 7 456e-5 8 669e-6 7 396e-5 8 766e-6 7 438e-5 8 845e-6 -3 763e-6 -3 556e-5 9319e-6 -2 708e-5 2 116e-6 -1 793e-5 1 414e-6 -1 624e-5 5 054e-7 -1 211 e-5 3 572e-7 -1 27e-5 6 796e-7 -2 342e-5 1 499e-7 -2 324e-5 0 0 0 -2841e-5 1 237e-7 -2 84e-5 0 0 2313e-4 -6 996e-4 1 582e-4 0 2 709e-4 -9 593e-4 1 264e-4 -2 755e-4 0 -2 404e-5 2 755e-4 1 3 1 3 1 3 4 3 4 3 4 3 4 3 4 3 4 3 5 2 4 3 5 2 1 3 1 3 5 2 5 2 1 3 1 1 1 2 4 3 1 1 1 3 3 1 5 2 1 5 5 2 5 -8414e-6 -5 811 e-4 -36196-4 -2 3e-3 -1 917e-4 -1 206e-3 -7 21 e-5 -4 659e-4 -3 668e-4 -2 553e-3 -1 287e-4 -7 656e-4 5 0746-4 2 4066-5 6 392e-6 -3 994e-4 1 056-3 1 725e-4 2 36e-5 -6 076-5 9 588e-5 1 299e-5 1 392e-4 2 589e-5 -2 537e-5 -1 39e-4 ^8 327e-4 1 49e-4 -1 297e-4 -8 23e-4 6 1356-4 1 1146-4 -9 753e-5 -6 0656-4 -1 238e-5 -2381e-4 2 973e-4 5 438e-5 -4 943e-5 -2 948e-4 2 699e-4 4 969e-5 9821e-7 -1 5436-3 0 -2 345e-3 1 723e-5 -1 527e-3 2 578e-5 -2 462e-4 0 -2 435e-4 -8 492e-6 5 2 5 2 3 1 5 2 3 1 3 2 2 5 3 1 4 3 3 4 2 5 2 3 3 1 2 3 3 1 2 3 3 1 3 4 2 3 3 1 2 5 5 2 1 3 4 3 4 3 5 2 5 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 16 Company Plump Engineering, Inc Designer Jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003619PM Checked By Envelope Member Section Forces, (continued) Member Label £ M11 M12 M13 M14 M15 M16 M17 M18 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial (k) 006 013 006 013 006 016 -003 016 -003 016 -003 113 -015 113 -015 113 -015 012 -111 012 -111 012 -111 013 -004 013 -004 013 -004 016 -003 016 -003 016 -003 -002 -013 -002 -013 -002 -013 -004 -024 -004 -024 -004 -024 0 -001 0 -001 0 -001 Lc 1 4 1 4 1 2 5 2 5 2 5 5 1 5 1 5 1 1 5 1 5 1 5 4 3 4 3 4 3 1 5 1 5 1 5 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 Shear y-y (k) 005 0 0 -005 -006 006 005 0 0 -005 -006 006 005 0 0 -005 -006 006 005 0 0 -005 -006 006 005 0 0 -005 -006 006 005 0 0 -005 -006 006 005 0 0 -005 -006 006 005 0 0 -005 -006 006 005 0 0 -005 -006 Lc 3 1 1 3 2 1 3 1 1 3 5 5 3 1 1 3 1 1 3 1 1 3 5 5 3 1 1 3 1 2 3 1 1 3 5 5 3 1 1 3 1 2 3 1 1 3 5 5 3 1 1 3 1 Shear z-z (k) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 1 11 11 1 1 1 1 11 1 11 11 11 11 1 1 111 1 111 1 1 1 1 11 1 1 1 11 11 1 1 11 1 1 11 1 1 1 Torque (k-ft) -086 -011 -086 -011 -086 033 002 033 002 033 002 0 -013 0 -013 0 -013 0 -003 0 -003 0 _^ -003 071 -005 071 -005 071 -005 -004 -036 -004 -036 -004 -036 07 008 07 008 07 008 -008 -058 -008 -058 -008 -058 028 003 028 003 028 003 Lc 2 5 2 5 2 4 3 4 3 4 3 1 3 1 3 1 3 1 2 1 2 1 2 1 3 1 3 1 3 5 2 5 2 5 2 4 3 4 3 4 3 3 1 3 1 3 1 2 5 2 5 2 5 Moment y-y (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 11 1 11 11 11 1 1 1 1 11 1 11 11 11 11 1 1 111 1 1 1 1 1 1 11 1 1111 1 1 11 1 1 11 11 1 Moment z-z (k-ft) 0 -004 -004 0 0 0 0 -004 -004 0 0 0 0 -004 -004 0 0 0 0 -004 -004 0 0 0 0 -004 -004 0 0 0 0 -004 -004 0 0 0 0 -004 -004 0 0 0 0 -004 -004 0 0 0 0 -004 -004 0 0 Lc 1 3 5 1 1 1 1 3 1 1 1 1 1 3 5 1 1 1 1 3 1 1 1 1 1 3 5 1 1 1 1 3 2 1 1 1 1 3 5 1 1 1 1 3 2 1 1 1 1 3 5 1 1 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 21 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member Section Forces, (continued) Member Label J M19 M20 M21 M22 M23 M24 M25 M26 M27 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mm max Axial (k) 0 -002 0 -002 0 -002 034 0 0 -037 0 -034 031 006 024 -025 01 0 031 004 018 -025 0 -009 -001 -042 -001 -042 -001 -042 017 -024 017 -024 017 -024 025 -015 025 -015 025 -015 024 -014 024 -014 024 -014 025 -018 025 -018 025 Lc 3 4 3 4 3 4 3 1 5 2 5 2 4 3 2 5 2 5 4 3 1 5 1 3 3 4 3 4 3 4 2 5 2 5 2 5 5 1 5 1 5 1 5 2 5 2 5 2 5 2 5 2 5 Shear y-y (k) 006 005 0 0 -005 -006 138 027 43 -43 -027 -138 413 074 021 005 -077 -421 413 074 021 005 -076 -421 004 004 0 0 L -004 -004 004 004 0 0 -004 -004 046 008 0 0 -008 -046 004 004 0 0 -004 -004 046 008 0 0 -008 Lc 2 3 1 1 3 5 2 3 2 1 3 1 4 3 4 3 3 2 4 3 4 3 3 1 1 3 1 1 3 1 1 3 1 1 3 1 1 3 1 1 3 1 1 3 1 1 3 1 1 3 1 1 3 Shear z-z (k) 0 0 0 0 0 0 0 -003 006 0 0 -003 003 0 0 -002 0 -002 003 0 0 -003 0 -003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 1 111 1 1 5 2 2 1 1 3 3 4 1 3 1 3 2 1 5 2 5 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Torque (k-ft) -005 -047 -005 -047 -005 -047 0 -002 0 -002 002 0 064 011 036 006 052 009 -01 -064 -005 -036 -008 -052 0 0 0 0 0 0 0 0 0 0 0 0 016 003 016 003 016 003 0 0 0 0 0 0 -003 -016 -003 -016 -003 Lc 3 1 3 1 3 1 5 2 5 2 1 3 4 3 2 5 2 5 3 4 3 1 3 1 1 2 1 2 1 2 1 3 1 3 1 3 2 3 2 3 2 3 1 2 1 2 1 2 3 4 3 4 3 Moment y-y (k-ft) 0 0 0 0 0 0 0 0 001 0 0 0 0 0 002 0 0 0 0 0 002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 111 1 1 1 1 1 5 211 11 2 5 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Moment z-z (k-ft) . 0 0 -004 -004 0 0 0 0 28 052 0 0 0 0 -136 -749 0 0 0 0 -136 -749 0 0 0 0 -002 -002 0 0 0 0 -002 -002 0 0 0 0 -004 -023 0 0 0 0 -002 -002 0 0 0 0 -004 -023 0 Lc 1 1 3 2 1 1 1 1 2 3 1 1 1 1 3 1 1 1 1 1 3 2 1 1 1 1 3 1 1 1 1 1 3 1 1 1 1 1 3 1 1 1 1 1 3 1 1 1 1 1 3 1 1 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 22 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member Section Forces, (continued) Member Label £ M58 M59 M60 M61 M62 M63 M64 M65 ^ M66 Jection 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max Axial (k) 53 08 542 092 1 056 165 1 051 159 1 045 154 818 -089 813 -094 807 -099 168 -203 3917 531 296 04 -057 -556 -531 -3908 293 039 -142 -1 034 344 416 279 034 429 059 -42 -3465 276 034 -081 -651 -079 -65 -078 -649 -183 -1 766 -182 -1 765 -181 -1 763 -03 Lc 2 5 2 5 2 5 2 5 2 5 1 3 1 3 1 3 3 4 2 5 2 3 5 2 5 2 2 3 5 2 1 3 1 3 2 5 3 1 1 3 5 2 5 2 5 2 3 4 3 4 3 4 3 Shear y-y (k) 0 0 -013 -015 005 005 0 0 -005 -005 005 005 0 0 -005 -005 399 045 01 -003 -055 -412 404 045 -002 -019 -054 -407 417 052 028 004 -047 -389 425 053 007 0 -047 -384 218 014 218 014 218 014 2482 257 2482 257 2482 257 564 Lc 1 1 3 1 1 3 1 1 3 1 1 3 1 1 3 1 4 3 4 3 3 2 4 3 5 2 3 2 2 3 2 5 3 1 2 3 2 5 3 1 2 5 2 5 2 5 4 3 4 3 4 3 4 Shear z-z (k) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 1 1 1 1 11 1 1 1 1 11 1 11 1 11 1 11 11 11 1 11 1 1 3 1 1 1 1 11 3 1 1 11 11 11 11 11 11 1 Torque (K-ft) 0 0 0 0 001 0 001 0 001 0 001 0 001 0 001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0 0 0 0 [ o Lc 11 1 1 2 5 2 5 2 5 3 1 3 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 5 1 5 5 1 5 1 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Moment y-y (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 1 1 11 1 1 1 1 1 11 1 11 11 11 1 11 11 1 1 1 11 1 1 1 51 1 1 1 51 1 111 11 11 11 11 11 1 Moment z-z (k-ft) -029 -032 0 0 0 0 -004 -005 0 0 0 0 -004 -005 0 0 0 0 -014 -103 0 0 0 0 -014 -103 0 0 0 0 -012 -096 0 0 0 0 -012 -096 0 0 127 008 063 004 0 0 729 077 01 001 -073 -71 186 Lc 3 4 1 1 1 1 3 1 1 1 1 1 3 1 1 1 1 1 3 2 1 1 1 1 3 2 1 1 1 1 3 1 1 1 1 1 3 1 1 1 2 5 2 5 1 1 4 3 2 5 3 4 4 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 26 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member Section Forces, (continued) Member Label J | M67 i M68 | M69 [_ M70 | M71 j M72 I M73 I M74 .action 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial__M -408 -029 -407 -028 -405 445 058 447 059 448 061 1 822 247 1 824 249 1 825 25 508 068 509 069 51 07 -244 -1 924 -243 -1 923 -242 -1 922 -066 -502 -065 -501 -064 -5 334 038 336 039 337 04 1 666 202 1 667 203 1669 205 479 058 48 06 481 061 Lc 4 3 4 3 4 2 5 2 5 2 5 2 5 2 5 2 5 2 3 2 3 2 3 3 2 3 2 3 2 3 2 3 2 3 2 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 Shear y-y (k) 04 564 04 564 04 -082 -62 -082 -62 -082 -62 -35 -2564 -35 -2564 -35 -2564 0 0 0 0 0 0 2703 342 2703 342 2703 342 695 09 695 09 695 09 -054 -465 -054 -465 -054 -465 -286 -2345 -286 -2345 -286 -2345 0 0 0 0 0 0 Lc 3 4 3 4 3 5 2 5 2 5 2 5 2 5 2 5 2 1 1 1 1 1 1 2 3 2 3 2 3 2 3 2 3 2 3 3 1 3 1 3 1 3 1 3 1 3 1 1 1 1 1 1 1 Shear z-z(y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 1 1 111 1 1 11 11 11 1 11 1 1 11 11 1 1 5 1 5 1 5 5 1 5 1 5 1 1 3 1 3 1 3 3 1 3 1 3 1 1 1 1 1 1 1 Torque Jk-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 1 1 111 11 11 11 111 11 11 11 11 1 1 5 1 5 1 51 51 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 3 1 3 1 3 Moment y-y (Mil . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 11 1 1 1 1 11 1 1 1 11 1 1 1 1 1 1 1 11 1 5 1 5 1 5 1 51 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 3 1 3 1 3 1 Moment z-z (k-ft) 015 023 003 -008 -141 -021 -157 023 003 203 027 -1 -734 009 001 753 103 0 0 0 0 0 0 789 1 005 0 -098 -778 222 029 02 002 -024 -182 -013 -114 021 003 155 018 -082 -671 009 001 689 084 0 0 0 0 0 0 Lc 3 2 5 3 4 5 2 2 5 2 5 5 2 2 5 2 5 1 1 1 1 1 1 2 3 1 3 3 2 2 3 1 3 3 2 3 1 1 3 1 3 3 1 1 3 1 3 1 1 1 1 1 1 RISA-3D Version 4 5b [C \risa\020904 10b r3d]Page 27 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By. Envelope Member Section Forces, (continued) Member Label 5 M75 M76 M77 | M78 I M79 | M80 M81 M82 I M83 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max min max Axial (k) 293 033 3827 389 -022 -39 289 033 -394 -3824 13 -375 28 035 3451 437 -106 -1 012 276 034 -439 -3474 408 032 029 -549 03 -548 032 -547 -244 -1 802 -243 -1 8 -241 -1 799 -057 -429 -056 -428 -054 -426 424 032 426 033 427 034 1 793 193 1 794 194 1 796 Lc 1 3 1 3 5 2 1 3 3 1 3 1 2 3 2 3 3 4 2 3 3 2 4 3 3 1 3 1 3 1 5 2 5 2 5 2 5 2 5 2 5 2 1 3 1 3 1 3 1 3 1 3 1 Shear y-y (k) 408 046 -001 -014 -053 -403 403 045 014 -003 -054 -409 389 048 -003 -028 -051 -416 384 048 0 -006 -052 -425 137 -068 137 -068 137 -068 -341 -2531 -341 -2531 -341 -2531 -077 -593 -077 -593 -077 -593 59 045 59 045 59 045 2523 274 2523 274 2523 Lc 1 3 5 2 3 2 1 3 1 3 3 2 2 3 3 4 3 4 2 3 3 4 3 4 3 1 3 1 3 1 5 2 5 2 5 2 5 2 5 2 5 2 1 3 1 3 1 3 1 3 1 3 1 Shear z-z (k) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 11 111 1 1 1 1 1 11 1 1 2 31111 3 2 11 111 1 11 1 11 1 1 1 1 1 111 11 1 1 1 11 11 11 1 Torque (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 11 11 1 1 11 1 1 11 5 2 5 2 5 2 2 5 2 5 2 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Moment y-y (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 11 11 1 1 11 1 1 11 1 1 2 5 1111 5 2 1 1 11 111 11 1 1 1 1 11 1 1 1 1 1 1 1 11 111 1111 Moment z-z (k-ft) 0 0 -011 -101 0 0 0 0 -011 -101 0 0 0 0 -012 -096 0 0 0 0 -012 -096 0 0 08 -04 04 -02 0 0 -1 -743 0 -01 725 098 -025 -194 -002 -023 15 019 149 011 -002 -022 -015 -194 722 078 -001 -009 -08 Lc 1 1 3 1 1 1 1 1 3 1 1 1 1 1 3 2 1 1 1 1 3 2 1 1 3 1 3 1 1 1 5 2 3 1 2 5 5 2 3 1 2 5 1 3 3 1 3 1 1 3 3 1 3 RISA-3D Version 4 5b [C \risa\020904 10b r3d]Page 28 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platformi May 6, 2003 619PM Checked By Envelope Member Section Forces, (continued) Member Label J M84 M85 f M86 M87 M88 M89 | M87A section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial (k) 196 503 057 504 058 505 059 -236 -1 92 -235 -1 919 -233 -1 917 -061 -5 -06 -499 -059 -497 337 043 338 044 339 045 1 67 209 1 671 21 1 672 211 479 06 481 061 482 062 -083 -529 -083 -529 -083_ „_ _ Lc 3 1 3 1 3 1 3 3 4 3 4 3 4 3 4 3 4 3 4 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 1 3 1 3r Shear y-y (k) 274 0 0 0 0 0 0 -33 -2697 -33 -2697 -33 -2697 -083 -692 -083 -692 -083 -692 468 061 468 061 468 061 235 296 235 296 235 296 0 0 0 0 0 0 012 011 0 0 -011_ :(J^— Lc 3 1 1 1 1 1 1 3 4 3 4 3 4 3 4 3 4 3 4 2 3 2 3 2 3 2 3 2 3 2 3 1 1 1 1 1 1 1 3 1 1 3r Shear z-z (k) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 Lc 1 1 1 1 1 1 1 2 5 2 5 2 5 5 2 5 2 5 2 2 3 2 3 2 3 3 2 3 2 3 2 1 1 1 1 1 1 1 1 1 1 1 1 Torque (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -033 0 -033 0 - 033 Lc 1 1 1 1 1 1 1 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 3 2 3 2 3 2 1 3 1 3 1 3 Moment y-y (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 Lc 1 1 1 11 1 1 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 3 2 3 2 3 2 1 1 1 1 1 1 Moment z-z (k-ft) -741 0 0 0 0 0 0 -096 -788 0 -006 111 095 -027 -221 -003 -02 181 021 115 015 -003 -021 -02 -156 673 085 -001 -009 -087 -69 0 0 0 0 0 0 0 0 -015 -016 0 0 Lc 1 1 1 1 1 1 1 3 4 5 2 4 3 3 4 3 2 4 3 2 3 3 2 3 2 2 3 3 2 3 2 1 1 1 1 1 1 1 1 3 1 1 1 Envelope Member Deflections Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) L/y Ratio Lc (n) L/z Ratio Lc Jin) (in) ^in) (radians) _1 2 3 max mm ,max mm max 103 0 103 0 103 3 1 3 1 2 0 -002 0 -001 0 5 1 5 1 5 002 -001 005 0 002 5 2 5 1 5 -3 343e-8 -6 068e-5 4 86e-5 -9 781e-5 -1 521 e-6 3 4 1 5 3 NC NC NC NC NC NC NC NC NC NC RISA-3D Version 4 5b [C \risa\020904 10b r3d]Page 29 Company Designer Job Number Plump Engineering, Inc Sin 20904 10 SeasUver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member Deflections, (continued) Member Label J M2 M3 I M4 I M5 | M6 | M7 M8 | M9 I M10 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 mm max min max mm max mm max mm max mm max mm max mm max mm max mm max ^mm max mm max jnm max mm max jriin max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm x-Translate (in) 0 059 0 059 0 059 0 003 0 003 0 003 0 002 -001 002 -001 002 -001 I 002 -001 002 -001 002 -001 003 -001 003 -001 003 -001 003 -001 003 -001 003 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 Lc 5 3 1 3 1 2 5 3 1 2 1 2 5 5 2 5 2 5 2 5 1 5 1 5 1 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 y-Translate (in) -002 -018 -119 0 -004 -016 -119 0 -003 0 -002 0 -003 0 -002 -018 -119 0 -003 0 -002 -016 -119 0 -003 009 -01 -005 -069 -018 -127 -018 -127 -012 -082 -007 -037 014 -005 001 -047 -011 -089 -011 -089 -01 -065 -007 -041 006 -002 002 -011 Lc 2 3 2 3 1 3 1 3 4 3 4 3 4 5 1 3 2 3 4 5 2 3 1 3 4 3 1 3 1 3 1 3 1 3 1 3 2 3 1 3 1 3 1 3 1 3 4 3 2 3 1 3 1 z-Translate (in) -001 002 -001 005 0 002 -001 002 -001 005 0 002 -001 0 -103 0 -059 0 -003 0 - 103 0 -059 0 -003 0 -103 0 -081 0 -059 0 -059 0 -031 0 -003 0 -103 0 -081 0 -059 0 -059 0 -031 0 -003 0 -103 0 -081 Lc 1 5 2 5 1 5 1 5 2 5 1 5 1 1 3 1 3 1 3 5 2 5 2 5 2 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 x- Rotate (radians) -6 068e-5 -5 202e-5 -3 944e-4 -4 886e-5 -3 906e-4 -4 51e-5 -3 906e-4 3 024e-5 -5 323e-5 7331e-5 -8 985e-5 2 856e-5 -5 323e-5 4 395e-5 -9 449e-4 2 127e-4 -1 957e-4 6 204e-4 7 363e-5 0 -9 885e-4 -1 642e-5 -4 226e-4 -7441e-5 -6 208e-4 3761e-4 -1 135e-4 3 708e-4 1 595e-5 4 57e-4 5 596e-5 4 57e-4 5 596e-5 -4e-5 -3 257e-4 -1 889e-4 -1 057e-3 4021e-4 1 919e-6 1 477e-3 1 864e-4 2 555e-3 3716-4 2 555e-3 371e-4 1 658e-3 2 476e-4 7 643e-4 1 243e-4 4 586e-5 -5 278e-4 1 142e-3 -1 313e-4 Lc 4 5 2 3 2 3 1 2 5 2 5 1 5 4 3 4 3 1 3 5 2 5 2 3 2 3 4 2 5 2 5 2 5 3 4 3 2 1 3 1 3 2 3 2 3 4 3 4 3 4 3 1 3 (n) L/y Ratio NC NC NC NC 1404059 NC NC NC NC NC NC NC NC NC NC 3803 364 562 239 NC NC NC NC 4096 039 565 224 NC NC NC NC NC NC NC NC NC NC NC NC NC NC 1278256 NC 2608 725 NC NC NC NC NC NC NC NC NC 3972 207 NC 8471 299 NC Lc 1 3 2 3 1 3 3 3 3 (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 30 Company Plump Engineering, Inc Designer Jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003619PM Checked By Envelope Member Deflections, (continued) Member Label Section x-Translate (in) Lc y-•Translate M Lc z-•Translate (in) Lc x-Rotate Lc (radians) (n) L/y Ratio Lc (n) L/z Ratio Lc [ M20 | M21 | M22 ] M23 | M24 | M25 | M26 | M27 | M28 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max! mm max mini max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm -001 003 -001 001 0 001 0 001 0 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 003 0 003 0 003 0 002 0 002 0' 002 0 002 0 002 0 002 0 002 0 002 0 002 0 002 0 002 0 002 0 002 -005 1 5 1 3 1 2 1 2 5 5 2 5 2 5 2 5 1 5 1 5 1 3 4 2 1 2 1 2 5 2 1 3 1 3 1 3 1 3 1 3 1 2 1 2 5 2 5 2 5 2 5 2 5 -082 -006 -037 0 0 0 -001 0 0 -002 -012 -018 -096 0 -003 -002 -012 -017 -096 0 -003 -015 -079 -014 -079 -014 -079 -017 -093 -017 -093 -017 -093 -001 -01 -005 -027 -008 -043 -008 -043 -008 -043 -008 -043 -008 -043 -005 -027 -001 -01 0 0 2 3 4 3 1 3 2 3 2 3 2 3 2 3 2 3 4 3 1 3 1 3 2 3 2 3 1 3 2 3 2 3 1 5 2 3 2 3 2 3 2 3 2 3 1 3 1 3 1 5 1 3 1 -031 0 -003 005 -002 005 -001 005 -001 0 -003 0 -002 0 -001 0 -003 0 -002 0 -001 I 005 h -001 005 -001 005-oof 005 -001 005 -001 005 -001 005 -002 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 005 -001 001 0 2 5 2 5 2 5 1 5 1 1 3 5 2 1 3 5 2 1 3 5 2 5 2 5 1 5 1 5 2 5 1 5 1 5 2 5 2 5 2 5 2 5 1 5 1 5 1 5 1 5 1 3 1 7 267e-5 1 05e-3 1 725e-4 -3 424e-5 -4 725e-4 -3 1036-5 -4 5e-4 -3 424e-5 -4 652e-4 1 219e-3 21796-4 6 683e-4 1 2086-4 1 392e-4 2 589e-5 -1 9176-4 -1 2066-3 -1 0566-4 -6 607e-4 -2 537e-5 -1 39e-4 1 885e-3 3 4076-4 1 885e-3 34416-4 1 8886-3 3 475e-4 -1 526e-4 -8 357e-4 -1 495e-4 -8 3266-4 -1 4646-4 -8 326e-4 -4 7996-4 -2 679e-3 -51586-4 -2 8576-3 -55186-4 -3 0366-3 -55186-4 -3 0366-3 -5 498e-4 -3 0346-3 -5 478e-4 -3 034e-3 -5 478e-4 -3 0346-3 -5 1816-4 -2 858e-3 -4 884e-4 -2 6846-3 6 076-5 -2 36e-5 5 4 3 5 2 5 1 5 1 2 3 2 3 2 3 3 1 3 1 3 1 1 3 1 3 2 3 3 2 3 2 3 1 3 1 3 1 3 2 3 2 3 2 3 1 3 1 3 2 3 2 4 3 NC NC NC NC NC NC NC NC NC NC NC 5263 666 955 195 NC NC NC NC 5250 141 954 972 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 3 2 3 1 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 32 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member Deflections, (continued) Member Label £ M29 | M30 M31 M32 f M33 M34 [ M35 M36 [_ M38 section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max x-Translate (in) 002 -005 002 -005 001 -005 001 -005 001 -005 003 0 003 0 003 0 003 -002 003 -002 003 -002 003 -003 003 -003 003 -003 003 0ods 0 003 ^ 0 0 0 0 0 0 -002 0 0 0 -001 0 -001 0 0 0 0 0 -002 0 Lc 2 5 2 5 1 5 1 5 1 5 5 1 5 1 5 1 5 2 5 2 5 2 5 2 5 2 5 2 5 1 5 1 5 1 1 1 5 1 5 1 1 1 5 1 5 1 1 1 5 2 5 2 1 y-Translate On) 0 -004 -001 -01 0 0 0 -004 -001 -01 -007 -041 -012 -064 -015 -079 -017 -093 -01 -055 -001 -01 -007 -041 -011 -064 -014 -079 -017 -093 -01 -055 -001 -01 0 0 0 -057 0 -103 0 0 0 -078 0 -103 0 0 0 -057 0 -103 0 Lc 5 2 5 2 3 2 5 1 5 1 3 2 3 2 3 2 3 2 3 2 5 2 3 4 3 4 3 1 3 1 3 1 5 1 1 1 5 2 1 3 1 1 1 3 1 3 1 1 4 3 5 2 1 z-Translate (in) 001 0 002 0 001 0 001 0 002 0 003 -003 003 -003 003 -003 0 -003 0 -003 0 -003 0 -003 0 -003 0 -003 003 L -002 003 -002 003 -001 0 0 003 0 002 -001 0 0 007 -003 005 0 0 0 003 0 002 -001 0 Lc 2 1 3 1 2 5 3 4 2 5 5 2 5 2 5 2 1 5 1 5 1 5 1 5 1 5 1 5 5 2 5 2 5 2 1 1 5 2 5 2 1 1 5 1 5 1 1 1 5 1 5 1 1 x-Rotate (radians) 1 494e-4 -5613e-6 23816-4 1 238e-5 -1 299e-5 -9 588e-5 -3 134e-5 -1 829e-4 -4 969e-5 -2 699e-4 6 757e-4 7 192e-5 1 297e-3 22316-4 1 9196-3 3 463e-4 1 025e-3 1 866e-4 1 385e-3 2 586e-4 1 746e-3 3 306e-4 71926-5 6 763e-4 22316-4 1 295e-3 3 374e-4 1 915e-3 1 725e-4 1 0186-3 23196-4 1 372e-3 2912e-4 1 726e-3 2 31 3e-4 ^ 6 996e-4 23136-4 -6 996e-4 23136-4 -6 996e-4 1 582e-4 0 8 1326-5 0 0 -7 9956-6 2 7096-4 -9 5936-4 2 7096-4 -9 593e-4 2 7096-4 -9 593e-4 1 264e-4 Lc 4 3 4 3 5 2 5 2 5 2 1 5 2 5 2 3 2 3 2 3 2 3 5 2 5 1 3 1 3 1 3 1 3 1 1 3 1 3 1 3 3 1 3 1 1 2 5 2 5 2 5 2 1 (n) L/y Ratio NC 3008 493 NC 1298928 NC NC NC 3041 605 NC 1311 254 NC NC NC 9857 24 NC NC NC NC NC 9857 24 NC NC NC NC NC 9857 24 NC NC NC NC NC 9857 24 NC NC NC NC NC NC NC NC NC NC NC 2828 628 NC NC NC NC NC NC NC NC NC Lc 2 2 1 1 2 2 4 1 3 (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 33 Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member Deflections, (continued) Member Label £ M39 | M40 M41 M42 M43 | M44 | M45 f M46 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max imm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm x-Translate (in) 0 0 -001 0 -003 0 0 0 -001 0 -002 0 0 0 -001 0 -003 0 0 0 0 0 0 0 0 0 0 0 0 001 0. 001 0 001 0 0 -001 0 -001 0 -002 001 0 001 0 001 0 0 -001 0 -001 0 -002 Lc 1 3 4 3 4 1 1 3 4 3 4 1 1 3 4 3 4 1 1 3 1 3 1 1 1 5 2 3 2 5 1 5 1 5 1 3 4 3 4 3 4 5 2 5 2 5 2 3 4 3 4 3 4 y-Translate On) 0 0 -011 0 -003 0 0 0 -005 0 -003 0 0 006 -004 0 -003 0 0 0 -002 0 -001 0 0 0 -003 0 -001 0 0 -004 -005 0 0 0 0 -012 -015 001 -002 0 0 -004 -005 0 0 0 0 -012 -015 001 -002 Lc 1 5 2 1 3 1 1 1 2 1 2 1 1 4 3 5 2 1 1 4 3 1 3 1 1 5 2 5 2 5 2 3 2 3 4 5 1 3 2 5 2 5 1 3 4 3 4 5 2 3 1 5 1 z-Translate (in) 0 003 -001 002 -001 0 0 007 -001 005 0 0 0 003 -001 002 -001 0 0 008 0 005 -002 0 0 008 002 005 -001 0 -014 0 -008 0 -002 002 0 053 0 103 0 0 -014 0 -008 0 -002 002 0 053 0 103 0 Lc 1 5 2 5 2 1 1 5 1 5 1 1 1 5 1 5 1 1 1 4 3 5 2 1 1 4 3 5 1 4 3 1 3 5 2 2 5 2 5 2 5 5 2 5 2 4 3 3 4 3 4 3 1 x-Rotate (radians) -2 755e-4 1 264e-4 -2 755e-4 1 261 e-4 2 755e-4 0 2 404e-5 0 1 882e-5 0 1 197e-5 2 755e-4 -1 35e-4 2 755e-4 -1 35e-4 2 755e-4 U1 348e-4 1 486e-5 8 477e-5 1 006e-5 6 347e-5 3 763e-6 3 556e-5 6177e-5 1 3236:5, 3 907e-5 1 923e-5 9319e-6 2 708e-5 1 649e-5 1 5l6e-3 3 956e-5 8631e-4 6 27e-5 2 104e-4 1 929e-4 -1 34e-4 1 929e-4 -1 34e-4 1 929e-4 -1 34e-4 9 543e-7 1 531 e-3 -1 869e-6 9 045e-4 4691e-6 -2 777e-4 2 787e-4 -1 929e-4 2 787e-4 1 929e-4 2 787e-4 1 929e-4 Lc 5 1 5 1 5 1 2 1 2 1 2 5 2 5 2 5 2 5 2 5 2 5 2 4 3 4 3 4 3 4 3 1 3 1 3 5 1 5 1 5 1 5 2 5 2 5 2 2 5 2 5 2 5 (n) L/y Ratio NC NC 8199029 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 7867 894 7081 105 NC NC NC NC NC NC NC NC NC NC 7867 894 7081 105 NC NC Lc 2 3 2 3 1 (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC L. NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc RISA-3D Version 4 5b [C \risa\020904 10b r3d]Page 34 Company Designer Job Number Plump Engineering, Inc Ssn 20904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member Deflections, (continued) Member Label 5 M49 M50 M51 | M52 | M53 [ M54 | M55 | M56 | M57 5ection 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max x-Translate (m) 0 -002 0 -003 0 -005 004 -001 002 -001 0 -001 0 -001 0 0 0 0 0 0 0 0 0 -001 002 0 001 0 0 0 0 -002 0 -002 0 -002 0 -002 0 -002 0 -002 002 0 002 0 002 -001 004 0 003 0 002 Lc 3 4 3 4 3 4 1 5 1 5 1 5 5 2 1 2 1 3 3 1 3 1 3 1 2 5 2 5 2 5 5 2 5 2 1 2 1 2 4 3 4 3 3 4 3 4 3 4 2 5 2 5 2 y-Translate (in) 003 0 0 -005 004 -002 0 -005 -003 -007 0 -003 0 0 -006 -007 0 0 0 0 -004 -005 0 -002 0 0 -003 -004 0 0 0 0 -009 -011 0 0 0 0 -009 -011 0 0 0 -002 -022 -025 0 -003 001 -002 -019 -024 001 Lc 5 1 5 2 5 1 3 4 3 5 1 5 5 2 3 1 3 1 4 3 5 2 5 2 3 1 3 1 2 5 3 4 3 4 3 4 3 4 3 4 3 4 5 2 3 2 5 2 3 4 3 4 3 z-Translate On) 002 0 031 0 059 0 059 0 04 0 021 0 0 -002 0 -002 0 -002 002 0 003 0 005 -001 005 -001 003 0 002 0 0 -001 0 -002 0 -003 0 -003 0 -002 0 -001 001 0 003 0 005 0 005 0 003 0 001 Lc 2 1 3 1 3 1 3 1 3 1 3 1 3 4 3 4 3 4 4 3 4 3 5 1 5 1 4 3 4 3 1 5 1 5 1 5 1 5 2 5 2 5 5 2 5 2 5 1 5 1 5 1 5 x-Rotate (radians) 7 462e-5 0 4 67e-5 0 1 879e-5 0 4 599e-5 0 4 57e-4 0 8 68e-4 0 -4 84e-5 -2 625e-4 -3 834e-5 -2 625e-4 -2 827e-5 -2 625e-4 6991e-5 -1 881 e-5 1 191 e-5 -1 046e-4 -1 469e-5 -2 227e-4 -1 469e-5 -2131e-4 1 1916-5 -8 647e-5 69916-5 3 458e-5 3 114e-5 -1 379e-4 3 324e-5 -2 233e-4 3 535e-5 -3 086e-4 3 535e-5 -3 086e-4 3 46e-5 -2 233e-4 3 385e-5 -1 379e-4 5 65e-5 -6 925e-5 5 65e-5 -6 925e-5 5 65e-5 -6 925e-5 64136-5 -6 9256-5 64136-5 -6 925e-5 64136-5 Lc 2 1 2 1 2 1 2 1 3 1 3 1 3 4 3 4 3 4 4 3 5 2 5 2 5 1 5 1 4 3 1 5 1 5 1 5 1 5 2 5 2 5 1 5 1 5 1 5 2 5 2 5 2 (n) L/y Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 8637 38 7773 642 NC NC NC NC 8637 38 7773 642 NC NC NC NC 5130982 4617883 NC NC NC NC 5130982 4617883 NC Lc 3 4 3 4 3 2 3 4 (n) L/z Ratio NC NC NC NC NC NC 1946651 NC 3893 302 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc 3 3 RISA-3D Version 4 5b [C \risa\020904 10b r3d]Page 35 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelops Member Deflections, (continued) Member Label 5 M58 M59 M60 M61 M62 M63 M64 | M65 M66 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm x-Translate (in) 0 0 -063 0 -064 0 -065 062 0 062 -001 062 -002 123 01 12 01 116 009 122 01 126 011 129 011 004 0 002 0 002 -004 002 -002 003 0 006 0 111 015 111 015 111 015 193 025 193 025 193 025 205 027 205 027 Lc 5 5 2 5 2 5 2 3 1 3 1 3 1 2 5 2 5 2 5 2 5 2 5 2 5 2 5 3 4 3 4 3 4 2 5 2 5 1 3 1 3 1 3 1 3 1 3 1 3 2 3 2 3 y-Translate (in) 0 062 0 072 -002 083 -002 0 -063 0 -075 0 -085 03 -09 016 -198 084 007 029 -09 016 -193 093 008 001 -002 -019 -171 001 -003 001 -005 -019 -17 004 0 0 -072 0 -072 0 -072 058 -065 059 -065 059 -065 069 -063 067 -064 Lc 4 3 1 3 1 3 1 5 2 5 2 5 2 3 1 3 1 2 5 3 1 3 1 2 5 3 4 3 4 3 4 3 4 3 4 2 5 5 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 z-Translate (m) 0 002 -007 002 -006 001 -005 007 -002 006 -002 005 0 002 -001 056 -076 112 -15 0 -016 054 -091 11 -165 002 -001 004 -009 01 -021 002 -002 004 -009 01 -02 001 -002 009 0 016 0 031 -022 039 -021 046 -02 061 -045 068 -044 Lc 1 1 5 2 5 2 5 5 1 5 1 5 1 5 1 3 1 3 1 5 1 3 1 3 1 5 1 2 5 2 5 5 1 2 5 2 5 1 5 1 5 1 5 1 3 1 3 1 3 1 3 1 3 x-Rotate (radians) 6 925e-5 3 895e-5 2 093e-5 3 539e-5 -2 108e-5 4 835e-5 -2 139e-5 6 346e-5 -2 244e-5 4 227e-5 -3 539e-5 2 123e-5 -4 835e-5 25616-3 2 843e-4 2561e-3 2 843e-4 25616-3 2 843e-4 25616-3 2 843e-4 25616-3 2 843e-4 2 5616-3 2 843e-4 1 005e-4 -2 04e-4 9 465e-5 -2 0376-4 9 462e-5 -2 0376-4 8 864e-5 -2 0336-4 9 4596-5 -2 037e-4 9 462e-5 -2 0376-4 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 4946-6 1 3956-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 Lc 5 3 1 5 1 5 2 2 5 2 5 1 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 (n) L/y Ratio NC NC NC 4381 355 NC 2083 299 NC NC NC NC NC NC NC NC NC 8560 041 680 689 NC NC NC NC 9206 325 680 934 NC NC NC NC 5699 733 702 552 NC NC NC NC 5671 206 699716 NC NC NC 6442 607 NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc 3 3 3 1 3 1 3 4 3 4 2 (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 2101 167 1592881 1050584 79644 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 5232 762 NC NC 925 442 NC 462 721 NC NC 33143 925 442 6628 601 462 721 NC NC NC NC NC Lc 3 1 3 1 5 1 1 3 1 3 1 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 36 Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By. Envelope Member Deflections, (continued) Member Label £ | M67 | M68 M69 | M70 | M71 | M72 | M73 | M74 | M75 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mln max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max x-Translate Jin) 205 027 183 024 183 024 183 024 127 017 127 017 127 017 0 0 0 0 0 0 105 013 105 013 105 013 136 017 136 017 136 017 135 017 135 017 135 017 101 012 101 012 101 012 0 0 0 0 0 0 05 -058 049 Lc 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 1 1 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 -I 3 1 3 1 1 3 1 3 y-Translate (in) 064 " . 064 057 -065 051 -066 045 -066 019 -07 011 -071 003 -072 -012 -143 -013 -151 -014 -159 073 006 076 006 079 007 097 009 098 009 099 009 099 009 097 009 095 009 077 006 073 006 068 005 004 -002 0 -003 0 -007 042 -036 -028 Lc 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 2 5 2 5 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 2 1 3 5 z-Translate (m) 076 " -043 09 -067 098 -066 106 -065 12 -09 128 -089 135 -088 15 -112 157 -111 165 -11 003 0 002 0 002 0 007 -003 007 -003 007 -003 012 -006 011 -005 011 -005 016 -008 016 -008 016 -008 021 -01 02 -01 02 -01 -022 -284 -01 Lc 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 x-Rotate (radians) 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 4946-6 1 3956-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 395e-3 1 494e-6 1 353e-4 -27416-4 1 349e-4 -27416-4 1 3456-4 -2 74e-4 1 35e-4 -27416-4 1 349e-4 -27416-4 1 349e-4 -27416-4 1 349e-4 -27416-4 1 3496-4 -27416-4 1 3496-4 -27416-4 1 349e-4 -27416-4 1 349e-4 -27416-4 1 3496-4 -2 7416-4 1 3496-4 -27416-4 1 349e-4 -27416-4 1 3496-4 -27416-4 1 761 e-3 -5 475e-4 1 7616-3 Lc 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 4 3 4 (n) L/y Ratio NC NC NC NC NC NC NC 5287 745 NC NC NC 6884 344 NC 3425 698 NC NC 5892 973 879 954 2946 486 439 977 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 5933 721 824175 NC NC 4924112 Lc 3 3 3 5 2 5 2 5 2 5 (n) L/z Ratio NC NC" " NC 33143 925 442 6628 601 462 721 NC NC NC 925 442 NC 462 721 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 4938 708 41867 9877415 Lc — 3 1 3 1 1 1 5 2 5 RISA-3D Version 4 5b [C \risa\020904 10b r3d]Page 37 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver Pre-Blend Platform May 6. 2003 619PM Checked By Envelope Member Deflections, (continued) Member Label J M76 M77 M78 M79 f M80 M81 M82 M83 M84 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm x-Translate (in) -062 049 -065 048 -071 048 -068 048 -065 006 0 003 0 002 -002 002 -003 002 0 005 0 112 016 112 016 112 016 193 026 193 026 193 026 204 026 204 026 204 026 182 023 182 023 182 023 127 015 126 015 126 015 0 0 Lc 1 3 1 3 1 3 1 3 1 2 5 2 5 3 1 3 1 3 1 2 5 2 3 2 3 2 3 2 3 2 3 2 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 y-Translate (m) -239 -014 -133 051 -034 -027 -234 -014 -133 0 -004 -023 -173 0 -004 002 -001 -023 - 172 0 -006 0 -072 0 -072 0 -072 -008 -13 -008 -13 -008 -13 -009 -141 -009 -138 -008 -135 -007 - 128 -006 -122 -005 -116 -001 -09 0 -082 001 -074 072 -061 Lc 2 5 2 1 3 5 2 5 2 5 2 3 2 5 2 1 3 3 2 5 2 4 3 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 1 3 z-Translate (m) -143 002 -001 -024 -299 -012 - 158 0 -017 009 -021 004 -009 002 -001 009 -02 004 -009 002 -002 001 -002 009 0 017 0 058 003 065 004 073 005 114 008 122 009 129 01 171 012 178 014 186 015 227 017 235 018 242 02 284 022 Lc 2 5 2 5 2 5 2 5 2 1 5 1 5 5 2 1 5 1 5 5 2 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 x-Rotate (radians) -5 475e-4 1 761 e-3 5 475e-4 1 761 e-3 -5 475e-4 1 761e-3 -5 475e-4 1 761e-3 -5 475e-4 90916-5 -2 0376-4 9 0946-5 -2 0376-4 9 679e-5 -2 04e-4 90916-5 -2 0376-4 9 088e-5 -2 037e-4 8 493e-5 -2 033e-4 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 1 387e-3 -7 1456-6 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 1 387e-3 -7 1456-6 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 1 3876-3 -7 145e-6 1 387e-3 -7 145e-6 1 387e-3 -7 1456-6 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 Lc 3 4 3 4 3 4 3 4 3 1 5 1 5 1 5 1 5 1 5 1 5 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 (n) L/y Ratio 685 558 NC NC NC NC 4926 74 685 262 NC NC NC NC 5621 061 701 94 NC NC NC NC 5601 483 699173 NC NC NC 7399 336 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc 2 5 2 3 2 3 2 3 (n) L/z Ratio 83734 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 5232 762 NC NC NC NC NC NC 921 058 NC 460 529 NC NC NC 921 058 5730 487 460 529 2865 243 NC NC NC NC NC NC NC NC 921 058 5730 487 460 529 2865 243 NC NC NC NC NC NC NC NC Lc 2 5 2 2 2 5 2 5 2 5 2 5 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 38 Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By. Envelope Member Deflections, (continued) Member Label £ M85 M86 M87 f M88 M89 M87A Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm x-Translate (in) 0 0 0 0 105 013 105 013 105 013 136 017 136 017 136 017 135 017 135 017 135 017 101 013 101 013 101 013 0 0 0 0 0 0 0 -003 0 -003 001 -003 Lc 1 3 1 1 4 3 4 3 4 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 1 1 1 5 1 5 1 5 y-Translate (in) 08 -06 088 -059 -01 -076 -01 -079 -011 -082 -013 -1 -013 -101 -014 -102 -014 -102 -013 -1 -013 -098 -011 -08 -01 -076 -009 -071 0 -007 0 -003 004 -002 0 0 -004 -005 0 0 Lc 1 3 1 3 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 1 3 3 4 3 1 5 1 z-Translate (in) 291 023 299 024 003 0 002 0 002 0 007 -003 007 -003 007 -003 012 -005 011 -005 011 -005 016 -007 016 -007 016 -007 021 -009 02 -009 02 -009 002 0 012 0 021 0 Lc 2 5 2 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 2 1 3 1 3 1 x-Rotate (radians) 1 387e-3 -7 145e-6 1 387e-3 -7 145e-6 2 7416-4 -1 266e-4 2741e-4 -1 262e-4 2 74e-4 -1 258e-4 2741e-4 -1 262e-4 27416-4 -1 262e-4 27416-4 -1 262e-4 27416-4 -1 262e-4 27416-4 -1 262e-4 27416-4 -1 262e-4 2 741e-4 -1 262e-4 2741e-4 -1 262e-4 27416-4 -1 262e-4 27416-4 -1 2626-4 27416-4 -1 262e-4 27416-4 -1 262e-4 21766-4 0 1 2516-3 0 2 284e-3 0 Lc 3 4 3 4 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 2 1 3 1 3 1 (n) L/y Ratio 873 125 NC 436 563 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Lc 1 1 (n) L/z Ratio NC 5730 487 NC 2865 243 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 6998 051 NC 3499 025 NC Lc 5 5 3 3 Envelope Member AISC ASP 9th Code Checks Label CodeChk Loc Shear Chk Loc Dir ASDEqn Message (ft) Lc (ft) Lc M1 M2 M3 M4 M5 M6 M7 M8 087 426 276 414 414 002 002 002 427 675 675 202 202 1 375 1 375 1 375 2 1 1 1 1 1 1 1 017 065 059 060 056 009 025 037 9367 675 675 0 0 275 0 275 V Y y Y yy yy 1 1 1 2 2 1 1 1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 39 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By. Envelope Member AISC ASD 9th Code Checks, (continued) Label M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M38 M39 M40 M41 M42 M43 M44 M45 M46 M49 M50 M51 M52 M53 M54 M55 M56 M57 M58 M59 M60 M61 M62 M63 M64 Code Chk 003 003 003 005 004 003 003 002 003 002 002 064 172 172 002 002 014 002 014 070 070 028 028 028 028 036 086 034 095 067 095 034 034 011 022 011 022 076 081 020 036 036 017 017 062 062 033 033 701 429 627 504 070 Loc (ft) 1 375 1 375 1 375 1 375 1 375 1 375 1 375 1 375 1 375 1 375 1 375 3 3714 3714 1 1 1 1 1 0 0 1 414 1 414 1 414 1 414 633 3811 633 5749 711 •5749 633 633 275 3758 275 3758 292 3301 3 2974 3362 3375 3375 42 4558 1 696 1 696 3921 7942 5931 1 91 0 Lc 1 1 1 5 5 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 1 1 1 4 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Shear Chk 031 038 018 006 002 038 018 037 031 011 025 025 038 038 000 000 012 000 012 018 018 026 018 026 018 002 011 002 029 006 029 002 002 009 001 009 001 001 005 001 002 002 002 002 001 001 001 001 035 035 036 037 014 Loc ffi) 0 275 0 275 275 275 0 275 0 275 0 3 0 0 2 2 2 2 2 0 0 2828 2828 2828 2828 0 3876 0 5813 0 5813 775 775 55 0 55 7835 0 0 6 6335 0 0 0 8758 8758 3536 3536 9852 0 0 0 0 Dir Yy Y y y y y y y y y y yy yy yy yy yy yy y z y z y z y z z yyyy y yyyyyyyy yy yy y yy Lc 1 1 1 2 2 1 1 1 1 2 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 5 3 5 1 4 1 1 1 2 1 3 1 2 2 1 1 1 5 5 1 1 2 2 1 1 1 1 2 ASD Eqn H2-1 H1-3 H1-3 H1-3 H2-1 H1-3 H1-3 H2-1 H2-1 H2-1 H2-1 H2-1 H1-3 H1-3 H2-1 H1-3 H2-1 H2-1 H2-1 H1-2 H1-2 H2-1 _, H1-3 H2-1 H1-3 H1-2 H1-2 H1-2 H1-2 H1-1 H1-2 H1-2 H1-2 H1-3 H1-3 H1-3 H1-3 H1-3 H1-3 H2-1 H1-3 H1-3 H2-1 H2-1 H1-3 H1-3 H1-3 H1-3 H1-1 H1-3 H1-1 H1-3 H2-1 Message RISA-3D Version 4 5b [C \risa\020904 10b r3d]Page 40 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Pre-Blend Platform May 6, 2003 619PM Checked By Envelope Member AISC ASP 9th Code Checks, (continued) Label M65 M66 M67 M68 M69 M70 M71 M72 M73 M74 M75 M76 M77 M78 M79 M80 M81 M82 M83 M84 M85 M86 M87 M88 M89 M87A Code Chk 482 122 127 490 015 521 145 102 455 014 701 429 627 504 039 482 122 127 490 015 521 145 102 455 014 026 Loc (ft) 0 0 58 58 58 0 0 58 58 58 5931 1 91 3921 7942 0 0 0 58 58 58 0 0 58 58 58 275 Lc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Shear Chk 216 049 051 219 000 235 060 040 204 000 035 035 036 037 009 216 049 051 219 000 235 060 040 204 000 014 Loc (ft) 0 0 0 0 0 0 0 0 0 0 0 9852 9852 9852 0 0 0 0 0 0 0 0 0 0 0 55 Dir Vyy yyy y yy yy yy yy yyyyy Y yy yyy Lc1 111 11 1 1 1 1 11 11 3 1 1 1 1 1 1 1 1 1 1 2 ASD Eqn H2-1 H2-1 H1-2 H1-2 H1-1 H2-1 H2-1 H1-2 H1-2 H1-1 H1-1 H1-3 H1-1 H1-3 H2-1 H2-1 H2-1 H1-2 H1-2 H1-1 H2-1 H2-1 H1-2 H1-2 H1-1 H2-1 Message RISA-3D Version 4 5b [C \nsa\020904 10b r3d]Page 41 Plump Engineering, Inc Title Seasilver Osgnr Jon Date Description Carlsbad California Job #020904 10 Scope Rev MOID?lH»r KWOcWlOll Vm 1 1 1 (c) l<)nj9J CNrKUVIL >:• lull I949 Win32 Steel Column Base Plate c.\eneicalc\OiJ0904 10. ecw. Calculations Description Pre-Blend Platform Post Base Plate Node N45 General Information Loads Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width |P"in//TMT7ary | Concrete Bearing Stress Actual Bearing Stress Allow per AC1 1015 Allow per AISC J9 Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements | 296k 0 00 k-ft 8 000 in 8 000 in 0375 '1 12 000 in 12000m Bearing Stress OK 463 psi 2,231 3 psi 1 745 6 psi Thickness OK 53488 psi 35 9100 psi Bolt Tension OK 0000k 0938k Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses Concrete f c Base Plate Fy Load Duration Factor Anchor Bolt Data Dist from Plate Edge Bolt Count per Side Tension Capacity Bolt Area Full Bearing TS3x3x3/16 3 000 in 3 000 In 0 188 in 0 188 In 2,500 0 psi 3600ksi 1330 1 000 in 1 0938k 0 200 in2 Baseplate OK No Bolt Tension /a 7 Struclnril [Engineers in 1 32 1 II Florence Avenue S ml i PC Springs CA 90670 l>llonc ^f'2' 77? (19S1 nc F'IX (Vi2) 777 %H Client Title File By _ Date Sheet 6= / MCC Cabinet W = 2000 # Seismic Load Fp = 308 W h =ft M =Fph Anchorage n =4 — = 500 # Fp = 616 # M = 2156 '- d = 1 ft M = 1078 # P = 500 + 1078 I T =500- 1078 Fit _ P=1578 # T = -578 # H= 154 #n * r f Bufttto A28S wwvthoffmanonllne.com I Three-Door Enclosures 2 56 65 iim r: Y B/3-4 63 t, I 3 SO /^ y I 89 nm 6 36 167 am NOTE I Two 10 gauge md panels ara famished with enclosure; see catalog number tables for sixes. 2. Right door b master door AD doors hinged on (eft fhdude a immovable 1100 x I ZOO data pocket. LIGHT BRACKET(WITH 1032 NUTS) 3 00 _ 76 inn Inch SECTION 2-2 7 06 179 mm Millimeter (LARGE) 205 t .-X- I SUPPORTS REMOVAB(SMALL) \\ABLE 2 94 73 rrm PANEL SECTION Y-Y Oia subject to change without node*« 763 422 1311 ROC 763 4221600 «-O 2002 Hoffimn EndotunB |nc ir» m 2. I*5f ill*lir Solution Envelops Pkimp Engineering, Inc jon 020904 10 Seasilver CIP Skid May 10, 2003 1 28PM 020904 10skid r3d umo mk I ni,iniLism Siriiilur il Lni;inci.iiiig H210 Florence Avenue S ml < Ft Springs CA 411670 Phone (5fi2) 777 (WW riuur Humming IK Client Title File By _ Date Sheet FLEX I/O PANELCIP Skid Seasilver CIP Skid Weight Estimate APVInvensys-4/21/03 1 Description TK4 100 -625 gal TK4200 - 770 gal TK4300 500 gal Valves 3", qty 6 Valves 2", qty 16 Pumps Heat exchangers (2) Control panel Framework Platform/operator 3" piping, 60' 2" piping, 240' Hot water piping Strainer/instrumentation Total estimated weights Safety factor Design weight for frame Dry weight 800 850 750 270 400 600 1,106 150 750 500 100 200 300 300 7,076 Flooded weight 6,013 7,272 4,920 270 400 625 1,142 150 750 500 267 484 400 400 23,593 1 10 25,952 Ibs (.iinsulliiiB Lngmecrs in Structural t^nginccring 13210 Florence Avenue S ml i Fc Springs CA y 1 VU^^ I'honc (562) 777 IW8.1 ruur U3i«lin«5 IHC I" i\ (Vi2) 777 9fil 1 Client Title File By O &> /Q Date Sheet BUILDING CODE 2001 California Building Code SEISMIC Zone 4 Z =040 Seismic Source Type B Rose Canyon Fault Distance to Seismic Source = 8 km Na = 1 0 Soil Profile Type Ca = 44Na Cv = 64Nv Structural System R =45 Structure Period Ct = 015 £ T=Ct(hn)4 Importance Factor Design Base Shear RT v=^ilwR Lateral Force hx =0 FD=^!jEf1 +R, F = 0 7 Ca I W Nv = 1 08 Ca=044 Cv=0691 Qo =28 T=0 126 I = I V = I 222 W V = 0 244 W Rp =3 hr =0 M3— WM Seismic Zone Factor Near-Source Factor Seismic Coefficient = 0147W = 0308W Eq (30-04) Eq (30-05) Horizontal Force Factors Eq (32-2) Eq (32-3) Solution Envelop* Plump Engineering, Inc jon 020904 10 Seasilver CIP Skid May 10, 2003 128PM 020904 10skid r3d Loads BLC5 drywtlght Solution Envttof* Plump Engmeenng, Inc jon 02090410 Seasilver CIP Skid May 10, 2003 1 35PM 020904 10skid r3d r. Loodt BLC 6 operating weight Solution Envelop* Plump Engineering, Inc jon 020904 10 Seasilver CIP Skid May 10, 2003 1 35PM 020904 10skidr3d 0*- Load* etc i dead load Solution Env»(opt Plump Engineering, Inc jon 02090410 Seasilver CIP Skid May 10, 2003 1 32PM 020904 10skidr3d Load* BLC 2 IN* load Solution Envtlopi Plump Engineering, Inc jon 020904 10 Seasilver CIPSkid May 10, 2003 1 33PM 020904 10skid r3d Loadt BLC 2 srtsrrtc (* SetuHon Envriop* Plump Engineering, Inc jon 020904 10 Seasilver CIPSkid May 10, 2003 1 34PM 020904 10skid r3d Loads B1.C4 st ttmfc 0-dir) Solution Envttopi Plump Engineering, Inc jon 020904 10 Seasilver CIP Skid May 10, 2003 134PM 020904 10skidr3d Consulting Engineers in Structural Engineering H2IO Florence Avenue S ml i l\ Srinm.- ( A <l()f.7() ,— . i .x <sh.,777%ii Client Title _ F,le !*«*£.*: DV .. nntPUOTe i . Vr 7. /r, I..HRIIKXIS in Slrnclunl Lngmeering 11211) Florence Avenue S mf» l"e Springs CA 90670 Phone (562) 777 0983 TIN (5fi2)777%l.l Client Title We *»»»»**,/ By _ DtUQTe Sheet <T""- «U •« •• •/ •7T /» rv A /. JT . 09 Company Designer Job Number Plump Engineering, Inc ion 02090410 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Global Steel Code Allowable Stress Increase Factor (ASIF) Include Shear Deformation Include Warping Display Sections for Member Calcs Max Internal Sections for Member Calcs Redesign Sections P-Delta Analysis Tolerance Vertical Axis Area Load Mesh (inA2) Merge Tolerance (in) ASD AISC 9th, AISI 99 1 333 Yes Yes 3 99 Yes 0 50% Y 144 12 Materials (General) Material Label STL Young's Modulus (ksi) 29000 Shear Modulus (ksi) 11154 Poisson's Ratio 3 Thermal Coef (per 1 0*5 F) 65 Weight Density (k/ftA3) 49 Yield Stress (ksi) 46STL DUMMY VESSEL EQUIPMENT LINK 29000 29000 29000 29000 1e+6 11154 11154 11154 11154 3 3 3 3 3 65 65 65 65 65 49 0 0 0 0 46 36 36 36 36 Sections Section Label SKIDFRAME LEG TK-P1 TK-S1 PC1 PB1 PB2 PBS TK4100 TK4200 TK4300 PUMP HEATEXCHGR RIGID Database Shape TU3X3X4 1 1/4 "dia TU6X6X4 TU6X6X4 TU3X3X3 TU4X3X3 TU3X2X3 • TU2X2X2 tank-1 tank-2 tank-3 pump htexchgr Material Label STL STL DUMMY DUMMY STL STL STL STL VESSEL u VESSEL DUMMY EQUIPMENT EQUIPMENT LINK Area (in)A2 259 1 227 559 559 202 239 1 64 897 42215 46928 37503 9228 504 1e+6 SA(yy) 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 12 1 2 12 12 1 2 SA(zz) 1 2 1 2 1 2 1 2 1 2 1 2 1 2 12 •I 2 12 1 2 1 2 1 2 1 2 ly-y (inM) 316 12 303 303 26 334 977 513 15245606 20942 148 10688873 159335 6048 1e+6 iz-z (inM) 316 12 303 303 26 523 1 86 513 15245606 20942 148 10688873 159335 74088 1e+6 J (Torsion) (inM) 535 24 485 485 428 667 216 846 30491 212 41884 296 21377746 318669 19839858 1e+6 T/C Only Joint Coordinates Joint Label N1 X Coordinate (ft) 0 Y Coordinate (ft) 0 Z Coordinate (ft) 0 Joint Temperature (F) 0 Detach from Diaphragm NoN1 N2 N3 N4 N5 N6 N7 N8 N9 N10 0 20 0 20 216 216 339 339 661 661 0 0 0 0 0 0 0 0 0 0 0 0 7 7 0 7 0 7 0 7 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 13 Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from Diaphragm N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 N47 N48 N49 N50 N51 N52 N53 N54 N55 N56 N57 N58 N59 N60 N61 N62 N63 847 847 1205 1205 1381 1381 1669 1669 1784 1784 339 661 847 1205 1381 1669 13333333 13333333 0 20 0 20 13333333 13333333 661 661 339 661 847 1205 138.1 1669 0 216 1784 20 0 216 1784 20 339 661 847 1205 1381 1669 339 661 847 1205 1381 1669 339 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 0 7 0 7 0 7 0 7 0 7 35 35 35 35 35 35 0 7 0 0 7 7 0 7 0 7 35 35 35 35 35 35 35 35 35 35 1 25 1 25 1 25 1 25 266 266 266 266 266 266 588 588 624 624 554 554 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , o 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 14 Company Designer Job Number Plump Engineering, Incjon 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate M Z Coordinate (ft) Joint Temperature (BL Detach from Diaphragm N64 N65 N66 N67 N68 N69 N70 N71 N72 N73 N74 N75 N76 N77 N78 N79 N80 N81 N82 N83 N84 N85 N86 N87 N88 N89 N90 N91 N92 N93 N94 N95 N96 N97 N98 N99 N100 N101 N102 N103 N104 N105 N106 N107 N108 N109 N110 N111 N112 N113 N114 N115 N116 661 847 1205 1381 1669 339 661 5 847 1205 1026 1381 1669 1525 5 1026 1525 5 1026 1525 2736 2 962899 3 267588 3 638853 4 062426 4 522029 5 5 477971 5938 6361 6 732412 7037101 7 263505 7 765525 8015032 8350812 8 75996 9 226755 9733 1026 10786744 1 1 293245 11 76004 12169188 12504968 12 754475 1290812 13217465 13420767 13694365 14027745 14408096 14 820801 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 88 88 88 515 515 515 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 266 266 266 266 266 588 588 427 624 624 445 554 554 4 1 427 445 41 427 445 41 5208 5631147 6002412 6307101 6 533505 6 672924 672 6 672924 6534 6307 6002412 5631147 5 207574 5 483245 5 95004 6359188 6 694968 6 944475 7098 715 709812 6 944475 6 694968 6359188 5 95004 5 483245 4 976744 4941904 5 322255 5 655635 5 929233 6132535 6 257728 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 15 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Joint Coordinates (continued) Joint Label X Coordinate (ft) N117 1525 i Seasilver < Y Coordinate («) 55 ZIP Skid Z Coordinate («) 63 May 10, 2003 321 PM Checked By Joint Temperature Detach from (F) Diaphragm 0 NoN117 N118 N119 N120 N121 N122 N123 N124 N125 N126 N127 N128 N129 N130 N131 N132 N133 N134 N135 N136 N137 N138 N139 N140 N141 N142 N143 N144 N145 N146 N147 N148 N149 N150 N151 N152 N153 N154 N155 N156 N157 N158 N159 N160 N161 N162 N163 N164 N165 N166 N167 N168 N169 1525 15679199 16092 16 472255 16 805635 17079233 17282535 2775 3525 5855 6185 985 1018 1368 1401 1634 17265 754 1293 754 3515098 6149 588 9865 10194 16345 2775 754 1293 1726.5 2736 754 132175 172825 20 1784 216 0 0 _j 216 1784 20 0 0 216 216 1784 1784 20 20 1 08 1 08 1892 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 0 0 0 0 -5 -5 -5 -5 0 0 0 0 5 5 5 5 2 2 2 2 2 2 2 2 2 2 2 63 6 257728 6133 5 929233 5 655635 5 322255 4941904 952 952 952 952 952 952 952 952 952 952 952 952 517 6 205538 642 6551 7111 7144 5997 952 L_ 952 952 952 5208 517 49419 49414 625 625 625 625 625 625 625 625 35 7 35 7 35 7 35 7 35 7 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No NO No RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 16 Company Plump Engineering, Inc Designer ion Job Number 02090410 Seasilver CIPSkid May 10, 2003 321 PM Checked By Joint Coordinates (continued) Joint Label X Coordinate (ft) Y Coordinate Z Coordinate Joint Temperature Detach from (ft) (ft) (F) Diaphragm N170 N171 N172 N173 N174 N175 N176 N177 N178 1892 1 08 1892 1 08 1892 216 10 10 1784 2 5 5 2 2 2 0 2 2 7 625 625 525 525 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No Boundary Conditions Joint Label N29 N35 N33 N30 N31 N36 N34 N32 N37 N38 N39 N40 N41 N42 N143 N144 N145 N146 N147 N148 N150 N149 X Translation (k/m) Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction , Reaction Reaction Reaction Reaction Reaction Y Translation (Win) Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Z Translation (k/m) Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction MX Rotation (k-ft/rad) MY Rotation (k-ft/rad) MZ Rotation (k-ft/rad) Member Data Member Label I Joint J Joint X-Axis Shape / Material Phys End Releases K Joint Rotate Section Set Memb l-End J-End (degrees) Set TOM vyzx/z xyzxyz End Offsets Inactive l-End J-End Code Length Jin) (in) (ft) M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 N1 N3 N1 N5 N7 N9 N11r~~N'l3" N15 N17 N19 N2 N2 N4 N3 N6 N8 N10 N12 N14 N16 N18 N20 N4 SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA STL STL STL STL STL STL STL STL STL STL STL STL Y Y Y Y Y Y Y Y Y Y Y Y 20 20 7 7 7 7 7 7 7 7 7 7 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 17 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver CIP Skid May 10, 2003 321 PM Checked By Member Data (continued) X-Axis Shape / Material Phys End Releases End Offsets Inactive /lember Label I Joint J Joint K Joint Rotate Section Set Memb l-End J-End l-End J-End Code Length (degrees) Set TOM xyzxyz xyzxyz (in) (in) (ft) M65 M66 M67 M68 M69 M70 M71 M72 M73 M74 M75 M76 M77 M78 M79 M80 M81 M82 M83 M84 M85 M86 M87 M88 M89 M90 M91 M92 M93 M94 M95 M96 M97 M98 M99 M100 M101 M102 M103 M104 M105 M106 M107 M108 M109 M110 M111 M112 M113 M114 M115 M116 N125 N126 N127 N128 N129 N130 N131 N132 N133 N124 N84 N85 N86 N87 N88 N89 N90 N91 N92 N93 N94 N95 N96 N136 N97 N98 N99 N100 N101 LJM102 N103 N104 N105 "N106 N107 N108 N109 N110 N111 N112 N113 N114 N115 N116 N117 N118 N119 N120 N121 N122 N143 N144 N137 N139 N138 N140 N141 N113 N114 N142 N123 N133 N85 N86 N87 N88 N89 N90 N91 N92 N93 N94 N95 N96 N136 N97 N98 N99 N100 N101 N102 N103 N104 N105 N106 N107 N108 N109 N110 N111 N112 N113 N114 N115 N116 N117 N118 N119 N120 N121 N122 N123 N124 N134 i PBS PBS PBS PBS PBS PBS PBS PBS PB1 PB1 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PC1 PC1 STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 3314 2969 31 2409 2376 3864 3591 3523 4578 1449 48 48 48 48 48 48 48 481 48 48 48 48 279 386 529 529 529 529 529 53 529 529 529 529 529 529 529 311 431 431 431 431 431 431 431 431 431 431 431 431 55 55 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 19 Company Plump Engineering, Inc Designer Ion Job Number 02090410 Seasilver CIP Skid May 10, 2003 321 PM Checked By Member Data (continued) X-Axis Shape / Material Phys End Releases End Offsets Inactive /lember Label I Joint J Joint K Joint Rotate Section Set Memb l-End J-End l-End J-End Code Length (degrees) Set TOM xyzxyz xyzxyz (in) (in) (ft) M117 M118 M119 M120 M121 M122 M123 M124 M125 M126 M127 M128 M129 M130 M131 M132 M133 M134 M135 M136 M137 M138 M139 M140 M141 M142 M143 M144~1 M145 M146 M147 M148 M149 M150 M151 M152 M153 N145 N146 N150 N149 N148 N147 N154 N153 N152 N151 N155 N157 N3 N160 N162 N43 N159 N161 N160 N162 N20 N164 N166 N45 N163 N165 ^N164 N166""1 N167 N169 N171 N172 N5 N175 N177 N178 N177 N135 N133 N123 N111 N136 N84 N155 N156 N157 N158 N171 N172 N160 N162 N6 N159 N161 N44 N159 N161 N164 N166 N4 N163 N165 N46 N163 N165 N168 N170 N156 N158 N175 N177 N178 N19 N176 i PC1 PC1 PC1 PC1 PC1 PC1 RIGID RIGID RIGID RIGID PUMP PUMP RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID HEATEX HEATEX PUMP PUMP RIGID RIGID RIGID RIGID RIGID STL STL STL STL STL STL LINK LINK LINK LINK EQUIPM EQUIPM LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK EQUIPM EQUIPM EQUIPM EQUIPM LINK LINK LINK LINK LINK Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 55 55 6 6 6 6 5 5 5 5 1 08 1 08 2 216 2 2 216 2 35 35 2 216 2 2 216 2 35 35 35 35 1 08 1 08 2 784 784 2 2 Steel Design / A/PS Parameters Member Label M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 Section Set SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME Length (ft) 20 20 7 7 7 7 7 7 7 7 Lby-y Ie2 (ft) Lbz-z Ie1 (ft) L comp !e bend (ft) Ky-y 1 1 1 1 1 1 1 1 1 1 ( Kz-z 1 1 1 1 1 1 1 1 1 1 3my-y CH (Dmz-z Cb B Sw y ay z R 0 0 0 0 0 0 0 0 0 0 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d)Page 20 Company Designer Job Number Plump Engineering, Inc jon 02090410 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Steel Design/NDS Parameters (continued) Member Label M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 M47 M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 M58 M59 M60 M61 M62 Section Set SKIDFRAME SKIDFRAME LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG SKIDFRAME SKIDFRAME SKIDFRAME SKIDFRAME TK-P1 TK-P1 TK-P1 TK-P1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-S1 TK-S1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-S1 TK-S1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-S1 TK-S1 TK4100 TK4200 Length (ft) 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 216 216 216 216 1 5 1 5 1 5 1 5 1 5 1 5 322 358 288 . 15 1 5 322 322 322 4554 4554 1 5 1 5 358 358 358 5063 5063 1 5 1 5 288 288 288 4073 4073 73 73 Lby-y Ie2 (ft) Lbz-z Ie1 (ft) L comp le bend ffll Ky-y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C Kz-z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Dmy-y CH CJmz-z Cb B Sw y ay z R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 21 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PMChecked By Steel Design /NDS Parameters (continued) Member Section Length I ahiAl Qc*tL.GIUt7l OC?l Lb y-y Lb z-2 L_comp Ie2 te1 le_bend Cm y-y Cb Sway Ky-y K2-2 CH Cm 2-2 B y 2 R M63 M64 M65 M66 M67 M68 M69 M70 M71 M72 M73 M74 M75 M76 M77 M78 M79 M80 M81 M82 M83 M84 M85 M86 M87 M88 M89 M90 M91 M92 M93 M94 M95 M96 M97 M98 M99 M100 M101 M102 M103 M104 M105 M106 M107 M108 M109 M110 M111 M112 M113 M114 TK43bO PB1 PB3 PBS PBS PBS PBS PBS PBS PBS PB1 PB1 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 PB2 (ft) 73" 4312 3314 2939 31 2409 2376 3864 3591 3523 4578 1449 48 48 48 48 48 48 48 481 48 48 48 48 279 386 529 529 529 , 529 529 53 529 529 529 529 529 529 529 311 431 431 431 431 431 431 431 431 431 431 431 431 __.(ft)___. (ft)(«).._ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -••-— -i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 22 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver CIP Skid May 10. 2003 321 PM Checked By _ Steel Desian/NDS Parameters (continued) Member Label M115 M116 M117 M118 M119 M120 M121 M122 M123 M124 M125 M126 M127 M128 M129 M130 M131 M132 M133 M134 M135 M136 M137 M138 M139 M140 M141 M142 M143 M144 M145 M146 M147 M148 M149 M150 M151 M152 M153 Section Set PC1 PC1 PC1 PC1 PC1 PC1 PC1 PC1 RIGID RIGID RIGID RIGID PUMP PUMP RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID J RIGID RIGID HEATEXCHGR HEATEXCHGR PUMP PUMP RIGID RIGID RIGID RIGID RIGID Length (ft) 55 55 55 55 6 6 6 6 5 5 5 5 1 08 1 08 2 216 2 2 216 2 35 35 2 216 2 2 216 2 35 . 35 35 35 1 08 1 08 2 784 784 2 2 Lby-yte2 (ft) Lbz-z lef J5) L_comp le bend (fJl Ky-y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( Kz-z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 :my-y CH CJmz-z Cb B Sw y ay z R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Basic Load Case Data Load Type Totals BLC No Basic Load Case Category Category Gravity Direct Description Code Description X Y Z Joint Pant Dist Area Surf 1 2 3 4 5 6 dead load live load seismic (x-dir) seismic (z-dir) dry weight operating weight DL LL ELX ELZ OL1 OL2 Dead Load Live Load Earthquake Load X Earthquake Load Z Other Load 1 Other Load 2 -1 8 8 8 8 10do 12 12 2 2 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 23 Company Designer Job Number Plump Engineering, Inc «>n 20904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By Joint Loads/Enforced Displacements, Category ELX, BLC 3 seismic (x-dir) Joint Label [L]oad,tM]ass or [Displacement Direction Magnitude Jk, k-ft, in rad, k*sA2/ft) N81 N82 N83 N173 N174 N171 N172 N177 L L L L L L L L X X X X X X X X 1 85 224 1 52 35 35 19 19 046 Joint Loads/Enforced Displacements. Category: ELZ, BLC 4. seismic fz-dir) Joint Label [L]oad [M]ass,or [Djisplacement Direction Magnitude (k, k-fl. m rad k*s*2/ft) N81 N82 N83 N173 N174 N171 N172 N177 L L L L L L L L Z Z Z Z Z Z Z Z 1 85 224 1 52 35 35 19 19 046 Joint Loads/Enforced Displacements, Category OL1. BLC 5. dry weight Joint Label N81 N82 N83 N171 N172 N'173 N174 N177 [LJoad [MJass or [Djisplacement L" L L L L L L L Direction Y Y Y Y Y Y Y Y Magnitude (k, k-ft in rad k*s*2/ft) - 8 -85 -75 -6 -6 -1 106 -1 106 -15 Joint Loads/Enforced Displacements, Category: OL2. BLC 6; operating weight Joint Label [L]oad [M]ass,or [Displacement Direction Magnitude (k k-ft in, rad, k*sA2/ft) N81 N82 N83 N171 N172 N173 N174 N177 L L L L L L L L Y Y Y Y Y Y Y Y -6013 -7272 -492 -625 -625 -1 142 -1 142 -15 Member Direct Distributed Loads, Category. PL, BLC 1 dead load Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft.F) (k/ft, F) (ftor%) (ftor%) M64 M73 Y Y -003 -003 -003 -003 0 o 0 0 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 24 Company Designer Job Number Plump Engineering, Inc jon 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Member Direct Distributed Loads. Category. DL, BLC 1 (continued) Member Label Direction Start Magnitude End Magnitude Start Location (k/ft^F) _._(k/ft.D. End Location (ft or %) M65 M72 M66 M71 M67 M68 M69 M70 Y Y Y Y Y Y Y Y -015 -015 -012 -012 -019 -019 -019 -019 -015 -015 -012 -012 -019 -019 -019 -019 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Member Direct Distnbuted Loads. Category: LL, BLC 2 • live load Member Label Direction Start Magnitude (k/ft.F) End Magnitude (k/ft, F) Start Location (ft or %) End Location (ft or %) M64 M73 M65 M72 M66 M71 M67 M68 M69 M70 Y Y Y Y Y Y Y Y Y Y -028 -028 -115 -115 -093 -093 -143 -143 -143 -143 -028 -028 -115 -115 -093 -093 -143 -143 -143 -143 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Member Direct Distnbuted Loads, Category: ELX, BLC 3 seismic (x-dir) M150 M151 M64 M73 M65 M72 M66 M71 M67 M68 M69 M70 X X X X • X X X X X X X X 043 043 002 002 007 007 006 006 009 009 009 009 043 043 002 002 007 007 006 006 009 009 009 009 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Member Direct Distnbuted Loads. Category: ELZ, BLC 4 seismic (z-dir) M150 M151 M64 M73 M65 M72 M66 M71 M67 M68 Z Z Z Z Z Z Z Z Z Z 043 043 002 002 007 007 006 006 009 009 043 043 002 002 007 007 006 006 009 009 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R1SA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 25 Company Designer Job Number Plump Engineering, Incion 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Member Direct Distributed Loads, Category ELZ, BLC 4 (continued) Member Label f M69 M70 Direction I1 z— t Start Magnitude End Magnitude (k/ft F) (k/ft F) 009 009 009 009 | Start Location End Location (ft or %) (ft or %) 0 0 0 0 Member Direct Distributed Loads. Category • QL1, BLC 5 • dry weight Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft,F) (k/ft, F) (ftor%) (ftor%) M150 M151 Y Y -097 -097 -097 -097 0 0 0 0 Member Direct Distributed Loads. Category • OL2. BLC 6 . operating weight Member Label M150 M151 Direction ___ _._... I Y I Start Magnitude (k/ft F) -142 -142 End Magnitude (k/ft F) -142 -142 Start Location (ft or %)" "" "0" "" 0 End Location (ft or %)""" o— "- o Load Combinations Num Description EnvWSPDSRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 | dl+dw y 1 2 dl+op+ll y 1 3 dl+op+ex/1 4 _[__y y I I 1 4 9(dl+dw)+ex/1 4 y y 1 5 | dl+op+ez/14 |y|y M 6 9(dl+dw)+ez/1 4 y y 1 DL DL DL DL DL DL 1 1 1 9 1 9 OL1 OL2 OL2 OL1 OL2 OL1 1 1 1 9 1 9 LL ELX ELX L ELZ ELZ 1 714 714j 714 714 Envelope Reactions Joint Label N29 N35 N33 N30 N31 N36 N34 | N32 max mm max mm max mm max mm max mm max mirr max mm max X Force (k) 401 -153 073 -314 -026 -447 -176 -752 324 -366 229 -496 061 -637 -16 Lc 2 4 2 4 6 3 6 3 5 4 5 4 1 3 1 Y Force (k) 1 582 707 926 -253 874 -329 1 744 68 1 214 286 472 377 462 5 1 15 Lc 2 6 3 6 3 6 3 6 5 4 5 4 5 1 5 Z Force (k) 27 -181 146 -536 05 -544 277 -174 -125 -596 -049 -868 -006 -815 -117 Lc 2 6 3 6 2 6 3 6 2 5 1 5 4 5 4 X Moment (k-ft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Lc11 1 11 1 111 1 11 1 11 Y Moment (k-ft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Lc1 1 1 111 11 1 1 11 1 1 1 Z Moment (k-ft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Lc11 11 1 1 111 1111 11 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 26 Company Designer Job Number Plump Engineering, Inc jon02090410 Seasilver CIP Skid May 10, 2003 321 PM Checked By __ Envelope Reactions, (continued) Joint Label N37 N38 N39 N40 N41 N42 N143 N144 N145 N146 _, N147 N148 N150 N149 Reaction Totals mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm X Force (k) -703 001 -353 077 -322 305 -289 -067 -597 05 -281 025 -307 017 -019 0 -028 002 -027 -002 -025 021 -008 0 -015 -002 -021 007 -013 0 -5441 Lc 3 2 4 6 3 5 4 1 3 2 4 1 3 2 4 6 3 2 4 6 3 2 4 1 3 6 2 2 4 5 4 Y Force (k) 692 2672 -853 3182 -498 2679 -1 05 3779 -315 1 709 -1 155 3797 426 444 053 917 204 965 151 407 116 372 038 434 069 354 039 551 083 29635 8709 Lc 1 2 4 3 6 2 4 3 6 2 4 3 6 2 4 2 1 2 4 2 1 2 6 2 6 2 6 2 6 2 4 Z Force (k) -603 016 -289 067 -103 027 L -279 -012 -248 088 -139 -027 -279 -002 -027 -007 -049 -008 -055 -004 -028 02 -017 048 -008 02 -017 059 -007 0 -5441 Lc 5 4 5 2 6 3 6 2 6 3 6 1 5 4 5 4 2 4 2 1 5 2 6 2 6 2 6 2 6 3 6 X Moment (k-ft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000_j 0000 0000 0000 0000 0000 0000 0000 0000 0000 Lc11 11 1 1111 11 1 11 11 111 111 11 11 1 1 1 Y Moment (k-ft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Lc1 1 11 1 1111 11 1 11 11 11 1 111 11 11 1 11 Z Moment(k-ft) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Lc111 1111 1 1 11 11 111 11 1 11 1 11 11 1 11 Envelope Member Section Forces Member Label ! M1 M2 r_ M3 Section 1 2 3 1 2 3 1 2 max mm max mm max mm max mm max mm max min .max mm max mm Axial (k) 331 -142 082 -03 511 163 0 0 139 -045 0 0 24 -161 262 072 Lc 5 4 4 5 3 1 2 4 4 5 3 1 2 6 3 6 Shear y-y (k) 751 311 498 -383 -345 -824 01 009 157 -083 -009 -01 829 342 211 -053 Lc 2 4 5 2 6 3 5 4 4 5 4 5 2 6 3 6 Shear z-z (k) 03 -02 165 -05 032 -028 0 0 035 -012 0 0 037 -168 085 -02 Lc 2 6 5 4 6 3 1 5 4 5 5 1 6 2 6 2 Torque (k-ft) 059 04 -131 -353 -039 -066 0 0 071 002 0 0 -083 -23 046 -042 Lc 2 6 2 6 6 3 5 4 3 1 1 5 6 3 5 4 Moment y-y (k-tt) 014 -031 117 -044 022 -039 0 0 043 -019 0 0 031 -014 109 -021 Lc 6 2 6 3 6 3 5 4 2 6 5 1 2 6 6 2 Moment z-z (k-ft) 381 088 -479 -763 495 17 003 003 034 -845 003 003 194 -05 -231 -606 Lc 2 4 4 5 3 6 5 4 4 5 3 6 2 6 6 3 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 27 Company Plump Engineering, Inc Designer ion Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label £ M4 M5 M6 ,_ M7 M8 | M9 M10 M11 M12 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm I max mini maxj rnin max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max Axial (k) 0 0 334 -167 237 -116 0 0 207 -032 123 -452 157 -041 182 -314 089 -417 66 061 057 -318 161 -84 135 -04 136 -343 -073 -809 357 -003 -012 -241 085 -286 44 -003 208 -03 -045 -381 081 -014 327 -199 233 -085 0 0 249 -142 201 Lc 6 2 6 2 6 2 4 2 2 6 4 5 5 4 3 6 6 3 5 1 2 6 4 5 6 3 3 6 1 3 5 1 2 6 6 2 5 4 3 6 1 5 5 1 6 3 6 2 6 3 3 6 2 Shear y-y (k) -014 -015 365 148 179 02 -014 -015 035 -348 654 -1 852 604 -935 323 -39 975 -2114 -27 -2241 088 -393 848 -1 891 565 -1 664 304 -42 993 -2722 -126 -2298 086 -353 1 122 -962 21 -1 517 112 -379 1 126 -2525 154 -697 378 07 152 06 -014 -015 918 333 217 Lc 4 5 6 2 5 4 6 3 2 6 4 2 4 5 3 6 5 3 1 5 2 6 4 2 4 5 3 6 5 3 1 5 2 6 5 2 4 5 3 6 5 3 1 5 6 3 5 2 6 1 3 6 3 Shear z-z 0 0 219 093 091 -011 0 0 067 -13 027 -279 21 -219 126 -047 116 -25 -044 -516 114 -079 25 -253 647 -293 18 -066 046 -502 -044 -811 096 -003 -016 -225 233 -14 146 03 02 -253 -014 -272 01 -127 04 -084 0 0 242 -062 049 Lc 5 4 3 1 6 2 4 2 4 5 2 4 2 4 3 6 5 4 1 3 4 2 5 4 5 4 3 6 6 3 1 3 4 2 1 4 5 4 3 1 6 3 6 3 4 5 3 6 1 5 3 6 3 Torque (k-ft) 0 0 747 361 049 -039 0 0 102 007 102 007 017 -074 085 -019 085 -103 065 -103 034 -056 147 -11 147 -11 131 -024 131 -171 02 -171 08 -012 08 -069 023 -069 056 -026 -015 -097 -008 -097 -346 -733 033 -046 0 0 172 061 036 Lc 4 5 2 6 5 4 2 3 4 5 4 5 2 4 3 1 3 4 5 4 4 2 5 4 5 4 4 5 4 3 1 3 4 2 4 3 1 3 3 1 5 3 6 3 6 3 3 6 5 4 2 4 3 Moment y-y (k-ft) 0 0 -023 -097 113 -015 0 0 173 -076 -015 -112 112 -12 021 -155 002 -075 -015 -251 087 -14 074 -056 268 -119 097 -217 -019 -133 -007 -282 0 -123 022 -061 145 -101 -039 -184 026 -06 -011 -192 039 -007 052 -105 0 0 022 -039 058 Lc 5 4 6 3 6 2 4 2 5 4 6 3 2 4 6 3 2 4 1 3 2 4 5 4 5 4 6 3 1 3 1 5 2 4 5 4 5 4 1 3 2 4 6 3 2 6 3 6 4 5 6 3 3 Moment z-z (k-ft) 009 008 289 168 -284 -603 009 008 -21 -396 1 383 -177 -128 -366 221 -284 1 174 032 809 099 -136 -353 1 416 -313 -027 " - 307" 063 -342 1 57 193 135 -008 037 -222 679 -385 557 -114 -118 -451 1 689 467 -111 -277 294 172 -355 -571 009 008 205 -048 -229 Lc 5 4 1 6 4 5 3 6 2 5 5 4 6 3 3 6 3 6 5 1 2 6 5 4 1 3 3 6 3 1 4 2 2 6 5 4 5 4 4 5 3 1 3 1 1 5 4 5 1 6 3 6 6 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 28 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver CIPSkid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label 5 M13 M14 L M15 L M16 [ M17 | M18 | M19 | M20 | M21 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial (k) 086 0 0 1 582 707 1 581 706 1 58 705 926 -253 925 -254 924 -255 874 -329 873 -329 872 -33 1 744 68 1 743 679 1 742 678 1 214 286 1 213 285 1 212 284 472 377 4719 376 4718 375 462 5 4619 499 4618 498 1 15 692 1 149 69 1 148 689 2672 -853 Lc 4 6 3 2 6 2 6 2 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 5 4 5 4 5 4 5 4 5 4 5 4 5 1 5 1 5 1 5 1 5 1 5 1 2 4 Shear y-y (k) -055 -014 -015 153 - 401 153 -401 153 -401 314 -073 314 -073 314 -073 447 026 447 026 447 026 752 176 752 176 752 176 366 ' -324 366 -324 366 -324 496 -229 496 -229 496 -229 637 -061 637 -061 637 -061 703 16 703 16 703 16 353 -001 Lc 6 4 5 4 2 4 2 4 2 4 2 4 2 4 2 3 6 3 6 3 6 3 6 3 6 3 6 4 5 4 5 4 5 4 5 4 5 4 5 3 1 3 1 3 1 3 1 3 1 3 1 4 2 Shear z-z (k) -078 0 0 27 -181 27 -181 27 -181 146 -536 146 -536 146 -536 05 -544 05 -544 05 -544 277 -174 277 -174 277 -174 -125 _, -596 -125 -596 -125 -596 -049 -868 -049 -868 -049 -868 -006 -815 -006 -815 -006 -815 -117 -603 -117 -603 -117 -603 016 -289 Lc 6 1 3 2 6 2 6 2 6 3 6 3 6 3 6 2 6 2 6 2 6 3 6 3 6 3 6 2 5 2 5 2 5 1 5 1 5 1 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 Torque (k-ft) -043 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 6 31 1 1 1 111 111 111111111 1111 1 1 11 11 1 1 1 1 11 111 1 11 11 111 1 111 1 Moment y-y (k-ft) -101 0 0 0 0 067 -045 135 -09 0 0 037 -134 073 -268 0 0 012 -136 025 -272 0 0 069 -044 138 -087 0 0 -031 -149 -062 -298 0 0 -012 -217 -025 -434 Q 0 -002 -204 -003 -408 0 0 -029 -151 -058 -302 0 0 Lc 6 1 3 1 1 2 6 2 6 1 1 3 6 3 6 1 1 2 6 2 6 1 1 3 6 3 6 1 1 2 5 2 5 1 1 1 5 1 5 1 1 4 5 4 5 1 1 4 5 4 5 1 1 Moment z-z (k-ft) -628 009 008 0 6 " 1 -038 2 -076 0 0 018 -078 037 -157 0 0 -007 -112 -013 -224 0 0 -044 -188 -088 -376 0 0 081 -091 162 -183 0 0 057 -124 115 -248 0 0 015 -159 03 -318 0 0 -04 -176 -08 -351 0 0 Lc 3 5 4 1i 2 4 2 4 1 1 2 4 2 4 1 1 6 3 6 3 1 1 6 3 6 3 1 1 5 4 5 4 1 1 5 4 5 4 1 1 1 3 1 3 1 1 1 3 1 3 1 1 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 29 Company Designer jon Job Number 020904 10 Plump Engineering, Inc Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label £ M22 M23 M24 M25 M26 M27 f M28 M29 L M30 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 max mln max mm max min max mm max mm max mm max mm max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mm max mm max Axial (k) 2671 - 854 267 -854 3182 -498 3181 -499 318 -5 2679 -1 05 2678 -1 051 2677 -1 052 3779 -315 3778 -316 3777 -317 1 709 -1 155 1 708 -1 156 1 706 -1 157 3797 426 3796 425 3795 424 0 0 0 0 0 0 0 0 0 0 0 0 -044 -068 -044 -068 -044 -068 -045 Lc 2 4" 2 4 3 6 3 6 3 6 2 4 2 4 2 4 3 6 3 6 3 6 2 4 2 4 2 4 3 6 3 6 3 6 2 3 2 3 2 3 4 1 4 1 4 1 4 5 4 5 4 5 4 Shear y-y (k) 353 - 001 353 -001 322 -077 322 -077 322 -077 289 -305 289 -305 289 -305 597 067 597 067 597 067 281 -05 281 -05 281 -05 307 -025 307 -025 307 -025 01 009 0 0 -009 -01 01 009 0 0 -009 -01 021 -004 012 -013 003 -023 022 Lc 4 2 4 2 3 6 3 6 3 6 4 5 4 5 4 5 3 1 3 1 3 1 4 2 4 2 4 2 3 1 3 1 3 1 2 4 1 1 6 3 5 4 1 1 6 3 3 6 4 5 4 5 6 Shear z-z (k) 016 -289 016 -289 067 -103 067 -103 067 -103 027 -279 027 -279 027 -279 -012 -248 -012 -248 -012 -248 088 -139 088 -139 088 -139 -027 -279 -027 -279 -027 -279 0 0 0 0 0 0 0 0 0 0 0 0 009 -065 009 -065 009 -065 061 Lc 4 5 4 5 2 6 2 6 2 6 3 6 3 6 3 6 2 6 2 6 2 6 3 6 3 6 3 6 1 5 1 5 1 5 2 6 2 6 2 6 6 3 6 3 6 3 2 6 2 6 2 6 6 Torque (k-ft) 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 033 -036 033 -036 033 - 036 035 Lc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 2 4 2 4 2 5 4 5 4 5 4 4 5 4 5 4 5 6 Moment y-y (k-ft) 004 -072 008 -145 0 0 017 -026 034 -051 0 0 007 -07 014 -14 0 0 -003 -062 -006 -124 0 0 022 -035 044 -069 0 0 -007 -07 -013 -139 0 0 0 0 0 0 0 0 0 0 0 0 073 -005 004 003 014 -068 036 Lc 4 5 4 5 1 1 2 6 2 6 1 1 3 6 3 6 1 1 2 6 2 6 1 1 3 6 3 6 1 1 1 5 1 5 6 2 1 1 2 6 3 6 1 1 6 3 6 2 3 6 2 6 3 Moment z-z (k-ft) 0 - 088" 0 -176 0 0 019 -08 039 -161 0 0 076 -072 152 -144 0 0 -017 -149 -033 -299 0 0 012 -07 025 -14 0 0 006 -077 012 -154 003 003 -002 -002 003 003 003 003 -002 -002 003 003 011 -017 -006 -008 013 -015 013 Lc 2 4 2 4 1 1 6 3 6 3 1 1 5 4 5 4 1 1 1 3 1 3 1 1 2 4 2 4 1 1 1 3 1 3 2 4 6 3 5 4 5 4 4 1 3 6 4 5 6 2 6 3 6 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 30 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label 5 M39 M40 M41 M42 M43 M44 M45 | M46 | M47 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max Axial (k) 19 -026 19 -026 19 -026 1 933 -832 1 933 -832 1 933 -832 3186 373 3186 373 3186 373 416 027 416 027 416 027 161 -201 161 -201 161 -201 301 -079 301 -079 301 -079 261 -428 818 057 818 051 409 -432 582 -573 582 -573 2676 -797 2676 -797 2676 Lc 6 3 6 3 6 3 5 4 5 4 5 4 5 1 5 1 5 1 3 6 3 6 3 6 2 6 2 6 2 6 2 4 2 4 2 4 2 4 5 1 5 1 5 4 3 6 3 6 5 4 5 4 5 Shear y-y (k) -037 -327 -037 -327 -037 -327 293 -184 293 -184 293 -184 589 054 589 054 589 054 129 -07 129 -07 129 -07 -054 -229 -054 -229 -054 -229 406 -008 406 -008 406 -008 1 617 -705 -267 -2592 -267 -2592 2127 -667 2127 -2296 821 -2296 329 -702 329 -702 329 Lc 1 3 1 3 1 3 4 2 4 2 4 2 3 1 3 1 3 1 2 6 2 6 2 6 1 3 1 3 1 3 5 4 5 4 5 4 2 4 1 5 1 5 5 4 5 3 6 3 4 5 4 5 4 Shear z-z (k) -008 -021 -008 -021 -008 -021 164 -609 164 -609 164 -609 -085 -944 -085 -944 -085 -944 011 -013 011 -013 011 -013 027 -001 027 -001 027 -001 02 -003 02 -003 02 -003 052 -007 082 009 082 -005 -009 -068 -009 -068 017 -026 2 -975 2 -975 2 Lc 1 5 1 5 1 5 4 5 4 5 4 5 1 5 1 5 1 5 6 2 6 2 6 2 3 1 3 1 3 1 3 6 3 6 3 6 3 6 5 1 5 4 1 5 1 5 4 2 4 5 4 5 4 Torque (k-ft) -029 -159 -029 -159 -029 -159 145 -044 145 -044 145 -044 -016 -223 -016 -223 -016 -223 039 -125 039 -125 039 -125 124 048 124 048 124 048 019 -229 019 -229 019 -229 206 -313 -017 -313 194 -312 081 -218 33 016 33 016 159 -061 159 -061 159 Lc 1 3 1 3 1 3 2 4 2 4 2 4 1 5 1 5 1 5 6 2 6 2 6 2 5 1 5 1 5 1 4 5 4 5 4 5 4 5 1 5 6 3 2 4 3 1 3 1 2 4 2 4 2 Moment y-y (k-ft) 019 008 0 -02 -013 -05 0 0 123 -456 246 -913 0 0 -064 -708 -127 -1 416 -003 -029 008 -028 022 -045 029 -033 033 001 077 004 -004 -069 -002 -036 0 -02 -013 -066 053 -065 121 009 09 011 -005 -064 015 -037 0 0 15 -731 3 Lc 4 2 4 5 1 5 1 1 4 5 4 5 1 1 1 5 1 5 2 6 4 5 4 2 2 4 3 6 3 1 1 3 1 3 4 5 6 3 3 5 5 1 5 4 1 5 4 2 1 1 4 5 4 Moment z-z (k-ft) -021 -95 105 -479 357 -383 0 0 138 -22 276 -44 0 0 -04 -442 -08 -884 088 -284 092 -295 096 -501 -162 -1 046 -071 -744 199 -443 542 -351 -034 -418 -123 -946 1 215 -343 -443 -4112 1 822 17 1679 -346 1 552 -3533 1 695 -318 0 0 527 -246 1 053 Lc 6 3 6 3 4 2 1 1 2 4 2 4 1 1 1 3 1 3 4 5 4 5 4 2 1 5 4 5 4 5 6 3 6 3 1 5 2 4 1 5 3 1 5 4 6 3 3 6 1 1 5 4 5 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 32 Company Plump Engineering, Inc Designer ion Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label J M48 M49 M50 M51 M52 M53 M54 M55 ! M56 Section Axial Lc Shear y-y Lc (k) (k) 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm -797 3261 206 3261 206 3261 206 53 024 53 024 53 024 349 -108 349 -108 349 -108 404 -091 404 -091 404 -091 844 -515 844 046 786 -509 336 -519 922 037 922 032 2609 -501 2609 -501 2609 -501 1 794 068 1 794 068 1 794 068 329 034 329 034 4 5 1 5 1 5 1 3 6 3 6 3 6 3 6 3 6 3 6 2 4 2 4 2 4 3 6 3 1 5 4 2 4 5 1 5 1 5 4 5 4 5 4 3 1 3 1 3 1 3 6 3 6 -702 907 057 907 057 907 057 059 -162 059 -162 059 -162 002 -177 002 -177 002 -177 284 -045 284 -045 284 -045 2768 -806 2768 -2665 706 -2665 1 848 -83 -21 -2886 -21 -2886 196 -285 196 -285 196 -285 326 008 326 008 326 008 -038 -344 -038 -344 5 3 1 3 1 3 1 2 6 2 6 2 6 1 3 1 3 1 3 5 4 5 4 5 4 3 6 3 5 4 5 2 4 1 5 1 5 4 5 4 5 4 5 3 1 3 1 3 1 1 5 1 5 Shear z-z (ki-975 -071 -1 083 -071 -1 083 -071 -1 083 005 -022 005 -022 005 -022 025 0 025 0 025 0 028 -003 028 -003 028 -003 04 -007 04 -057 -002 -057 03 -038 054 -038 054 -009 077 -702 077 -702 077 -702 -031 -462 -031 -462 -031 -462 008 -007 008 -007 Lc ~5~{ 1 5 1 5 1 5 4 2 4 2 4 2 4 2 4 2 4 2 3 6 3 6 3 6 6 2 6 5 1 5 3 6 5 6 5 4 4 5 4 5 4 5 1 5 1 5 1 5 4 2 4 2 Torque Lc Moment y-y Lc Moment z-z Lc (k-ft) (k-ft) (k-ft) -061 001 -223 001 -223 001 -223 092 -083 092 -083 092 -083 085 0 085 0 085 0 062 -182 062 -182 062 -182 355 005 355 -279 059 -279 259 -307 278 -329 278 -329 113 -052 113 -052 113 -052 002 -145 002 -145 002 -145 155 027 155 027 4 6 3 6 3 6 3 6 2 6 2 6 2 5 1 5 1 5 1 4 5 4 5 4 5 3 1 3 6 2 6 4 5 6 3 6 3 5 4 5 4 5 4 6 3 6 3 6 3 5 1 5 1 -1 462 0 0 -053 -812 -106 -1 625 025 002 015 -015 024 -055 034 -042 033 -011 076 -009 011 -079 006 -029 023 002 006 -051 057 001 -004 -086 046 -03 045 -056 081 004 0 0 058 -527 115 -1 053 0 0 -023 -346 -046 -692 004 -007 013 -012 5 1 1 1 5 1 5 2 6 4 2 4 2 2 4 3 6 3 6 6 3 6 3 2 6 2 6 5 1 4 5 6 3 3 5 5 1 1 1 4 5 4 5 1 1 1 5 1 5 1 5 4 5 -493 0 0 -043 -68 -085 -1 36 031 -572 11 -391 241 -489 -057 -876 -054 -68 186 -518 42 -57 -045 -531 -041 -897 2343 -327 -325 -4664 2469 -462 1 725 -412 -318 -4836 2514 214 0 0 213 -147 427 -294 0 0 -006 -245 -011 -489 -051 -723 074 -228 4 1 1 1 3 1 3 4 5 4 5 6 2 1 3 4 5 4 5 6 3 1 3 1 5 3 6 1 3 5 4 2 4 1 5 3 1 1 1 5 4 5 4 1 1 1 3 1 3 4 5 4 2 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 33 Company Plump Engineering, Inc Designer ion Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label £ M57 M58 M59 M60 M61 | M62 | M63 M64 | M65 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mm max mm max mm max Axial (k) 329 034 073 -164 073 -164 073 -164 199 -087 199 -087 199 -087 073 -458 398 -458 398 001 612 -295 612 043 578 -223 6013 72 6013 72 P 0 7272 765 7272 765 0 0 492 675 _^ 492 675 0 0 011 -002 011 -005 011 -008 016 -007 016 Lc 3 6 3 6 3 6 3 6 2 4 2 4 2 4 2 6 3 6 3 1 5 4 5 1 3 6 2 4 2 4 1 1 2 6 2 6 1 1 2 4 2 4 1 1 4 5 4 5 4 5 2 4 2 Shear y-y (k) -038 -344 12 -089 12 -089 12 -089 104 -131 104 -131 104 -131 1 146 -721 -146 -1 869 -146 -1 869 2145 -499 2145 -2149 482 -2149 1 321 0 1 321 0 0 0 1 599 0 1 599 0 0 0 1 085 0 1 085 0 0 0 085 016 053 -006 032 -083 263 033 043 Lc 1 5 5 4 5 4 5 4 6 3 6 3 6 3 2 4 1 3 1 3 5 4 5 3 6 3 3 1 3 1 1 1 3 1 3 1 1 1 3 1 3 1 1 1 2 4 5 4 6 2 2 4 2 Shear z-z (k) 008 -007 023 -011 023 -011 023 -011 017 -011 017 -011 017 -011 035 -026 051 008 051 -006 0 -056 016 -056 016 -024 0 -1 321 0 -1 321 0 0 0 -1 599 0 -1 599 0 0 0 -1 085 0 -1 085 0 0 008 -005 008 -002 008 0 006 -009 006 Lc 4 2 4 5 4 5 4 5 3 6 3 6 3 6 3 6 5 1 5 4 1 5 4 5 4 2 1 5 1 5 1 1 1 6 1 6 1 1 1 5 1 5 1 1 5 4 5 4 5 1 5 4 5 Torque (k-ft) 155 027 -007 -059 -007 -059 -007 -059 103 -053 103 -053 103 -053 178 -246 -011 -259 175 -259 066 -186 265 012 265 012 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -003 -02 -003 -02 -003 -02 0 -006 0 Lc 5 1 4 5 4 5 4 5 3 6 3 6 3 6 4 5 1 3 6 3 2 4 3 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 3 4 2 4 Moment y-y (k-ft) 024 -019 027 -03 018 -004 049 -018 008 -052 -006 -027 0 -027 024 -032 038 -047 057 01 068 001 015 -045 01 -033 4821 0 0 0 0 0 5838 0 0 0 0 0 3961 0 0 0 I 0 0 005 -02 0 -003 014 -002 006 -01 0 Lc 4 2 5 4 3 6 3 6 6 3 1 3 4 5 6 3 3 5 5 4 5 1 2 5 4 2 5 1 1 1 1 1 5 1 1 1 1 1 5 1 1 1 1 1 4 5 1 5 5 4 4 5 5 Moment z-z (k-ft) 423 -137 -012 -515 -058 -59 07 -763 117 -522 -033 -334 024 -321 89 -255 1 213 -2555 1 306 147 1 304 -249 -336 -3108 1 268 -154 4821 0 0 0 0 0 5838 0 0 0 0 0 3961 0 0 0 0 0 11 -144 -028 -237 003 -148 138 017 -012 Lc 6 2 1 3 4 5 4 5 6 3 6 3 1 5 2 4 4 5 3 1 5 4 1 3 3 6 3 1 1 1 1 1 3 1 1 1 1 1 3 1 1 1 1 1 6 2 6 2 4 2 2 4 6 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 34 Company Plump Engineering, Inc Designer ion Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label J M66 M67 M68 M69 M70 f M71 I M72 M73 M74 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max ^min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial (k) -007 016 -007 044 002 037 002 031 002 027 -024 027 -034 027 -044 021 -01 021 -01 021 -013 034 003 027 003 019 003 031 -017 031 -03 031 -042 u 036 -014 028 -014 021 -014 018 003 018 003 018 0 003 -009 003 -009 003 -009 013 -015 Lc 4 2 4 5 1 5 1 5 1 2 6 2 6 2 6 2 4 2 4 2 6 5-., 5 1 5 1 2 6 2 6 2 6 5 4 5 4 5 4 2 1 2 1 2 6 2 4 2 4 2 4 2 4 Shear y-y (k) 006 -014 -178 229 03 069 01 0 -091 317 04 061 009 -01 -195 294 04 095 016 008 -103 302 "041 106 017 009 -09 355 043 036 005 -02 -283 244 032 05 007 -005 -144 28 036 045 007 -015 -189 095 028 053 002 03 -085 321 003 Lc 4 6 2 2 4 2 4 6 2 2 4 2 4 6 2 2 4 2 4 6 2 2 4~ 2 4 6 2 2 4 2 4 6 2 2 4 2 4 6 2 2 4 2 4 6 2 2 1 5 1 6 2 2 4 Shear z-z (k) -001 007 0 003 -009 003 -002 004 0 001 -013 0 -003 007 0 003 -012 003 -004 004 0 0 -012 0 -004 004 0 0 -014 0 -002 011 -002 0 -009 0 -003 006 -003 0 -011 0 -006 007 -006 0 -009 0 -009 0 -008 009 -029 Lc 4 3 1 5 4 5 4 3 2 5 4 5 4 3 2 6 3 6 3 4 2 1 3 1 3 4 5 2 3 2 3 4 5 2 3 2 5 4 5 1 3 1 5 4 5 1 5 1 5 4 5 4 5 Torque (k-ft) -006 0 -006 0 -001 0 -001 0 -001 0 0 0 0 0 0 0 -007 0 -007 0 -007 0 -006 0 -006 0 -006 0 -001 0 -001 0 -001 0 0 0 0 0 0 006 0 006 0 006 0 021 -013 021 -013 021 -013 251 032 Lc 2 4 2 4 2 4 2 4 2 2 6 2 6 2 6 4 2 4 2 4 2 4 2 4 2 4 2 6 3 6 3 6 3 2 4 2 4 2 4 2 1 2 1 2 1 2 4 2 4 2 4 2 4 Moment y-y (k-ft) -002 01 0 007 -005 0 -002 003 0 009 -003 0 -003 001 0 008 -003 0 -001 004 -001 008 0 0 -001 0 -001 011 0 0 -005 004 -002 007 0 0 -003 001 -005 011 0 0 -003 002 -011 023 002 004 -001 -002 -016 02 -005 Lc 4 5 1 4 5 2 3 5 4 3 6 2 4 3 2 4 5 6 3 6 3 3 1 5 4 2 4 3 2 6 3 4 5 3 2 5 4 4 5 5 1 1 3 4 5 5 1 5 4 1 5 5 4 Moment z-z (k-ft) -116 -002 -011 1 013 -01 -121 -017 -105 145 018 -013 -148 -011 -044 112 018 -006 -123 -021 -118 119 018 -005 -123 -023 -132 193 024 -02 -185 053 -018 12 017 -015 -144 -01 -06 156 021 -014 -13 -003 -013 116 -132 -031 -246 -023 -154 072 -127 Lc 2 4 5 2 4 6 2 4 2 2 4 6 2 1 2 2 4 6 2 4 2 2 4 6 2 4 2 2 4 6 2 2 6 2 4 6 2 4 2 2 4 6 2 2 5 6 2 6 2 1 2 2 4 R1SA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 35 Company Plump Engineering, Inc Designer Ion Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label 5 M75 M76 M77 [ M78 |_ M79 M80 | M81 [ M82 | M83 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mini max mm max mm max mm max mm max mm max mm max mm max mm max min max Axial (k) 008 -018 019 -006 03 -011 03 -011 03 -011 031 -011 031 -011 031 -011 032 -011 032 -011 023 0 025 0 025 0 025 0 026 0 026 0 026 0 027 0 027 0 027 0 026 0 026 0 026 0 024 0 024 0 029 005 034 Lc 2 6 3 6 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 5 1 5 Shear y-y (k) 038 -012 -05 -275 248 021 246 019 245 018 245 018 244 017 242 016 242 016 241 015 062 -008 062 -008 06 -009 059 -01 059 -01 058 -011 056 -012 056 -012 055 -014 054 -015 054 -015 052 -016 051 -017 051 -017 05 -019 -001 -043 -001 Lc 2 4 1 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 6 2 6 Shear z-z (k) 001 -016 029 004 002 -012 002 -012 002 -012 0 -012 0 -012 0 -012 0 -012 0 -012 -001 -015 -001 -013 -001 -013 -001 -013 0 -01 0 -01 0 -01 002 -008 002 -008 002 -008 007 -005 007 -005 007 -005 012 -001 012 -001 007 -03 012 Lc 2 5 5 1 4 5 4 5 4 5 4 5 4 5 4 5 2 5 2 5 4 5 4 5 4 5 4 5 1 5 1 5 1 5 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 Torque (k-ft) 024 003 -033 -26 002 -032 002 -032 002 -032 0 -035 0 -035 0 -035 001 -047 001 -047 -006 -046 -005 -041 -005 -041 -005 -041 -002 -028 -002 -028 -002 -028 001 -009 001 -009 001 -009 016 0 016 0 016 0 044 004 044 004 -009 -056 -003 Lc 2 4 4 2 5 4 5 4 5 4 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 2 4 2 4 2 4 2 4 2 4 1 2 1 Moment y-y (k-ft) 0 -042 023 002 014 -002 011 -001 008 0 008 0 005 0 002 -001 002 -001 0 -001 006 0 006 0 003 -001 0 -003 0 -003 0 -004 0 -005 0 -005 0 -007 0 -009 0 -009 0 -01 0 -011 0 -011 002 -011 004 -01 004 Lc 4 5 5 1 5 4 5 4 5 4 5 4 5 4 6 2 6 2 1 3 5 1 5 1 6 2 4 2 4 2 4 2 4 5 4 5 4 5 4 5 4 5 1 5 1 5 1 5 2 6 2 6 2 Moment z-z (k-ft) -058 -333 152 009 304 -003 245 -008 186 -012 183 -018 124 -022 065 -026 057 -031 0 -035 -005 -034 -006 -038 -01 -046 -013 -06 -014 -067 -015 -081 -017 -095 -017 -099 -018 -112 -019 -125 -019 -124 -019 -137 -018 -15 -017 -144 -013 -156 -013 -192 -015 Lc 4 2 3 6 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 3 1 3 1 3 1 2 1 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 4 2 4 2 4 2 4 2 4 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 36 Company Designer ion Job Number 020904 10 Plump Engineering, Inc Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label J M84 M85 f M86 M87 [ M88 |_ M89 | M90 M91 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mln max mm max mm max mm Axial (k) 005 035 006 035 006 037 007 037 007 037 007 038 007 038 007 038 007 036 003 036 003 036 003 029 005 029 005 029 005 028 -003 028 -003 028 -003 027 -003 027 -003 027 -003 028 -003 028 -003 028 -003 028 -003 028 -003 028 -003 Lc 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 6 2 6 2 6 2 1 2 1 2 1 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 Shear y-y _M. r-043 -012 -239 -013 -241 -013 -241 -015 -242 -016 -243 -016 -243 -017 -245 -018 -246 -018 -246 -019 -247 -021 -249 -021 -249 -021 -249 -022 -25 143 01 141 009 14 008 14 008 139 006 137 005 137 005 136 004 134 002 134 002 133 001 132 0 Lc 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 Shear z-z -024 016 -013 016 -013 018 -005 018 -005 018 -005 02 0 02 0 02 0 021 002 021 002 021 002 01 -024 01 -024 01 -024 002 -015 002 -015 002 -015 002 -016 002 -016 002 -016 001 -014 001 -014 001 -014 003 -012 003 -012 003 -012 Lc 6 6 2 6 2 6 2 6 2 6 2 5 1 5 1 5 1 5 1 5 1 5 1 6 2 6 2 6 2 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 2 6 2 6 2 6 Torque (k-ft) -017 -012 -056 -012 -056 -007 -025 -007 -025 -007 -025 -005 -023 -005 -023 -005 -023 -007 -032 -007 -032 -007 -032 132 -022 132 -022 132 -022 042 -008 042 -008 042 -008 06 -01 06 -01 06 -01 048 -006 048 -006 048 -006 048 0 048 0 048 0 Lc 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 3 1 3 1 3 1 3 2 6 2 6 2 6 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 Moment y-y -01 006 -016 003 -012 003 -012 002 -008 0 -003 0 -003 001 -002 006 -001 006 -001 011 0 016 001 016 001 018 0 019 0 019 0 016 -001 013 -002 013 -002 009 -004 005 -006 005 -006 002 -007 002 -007 002 -007 002 -006 002 -01 Lc 6 2 6 2 6 2 6 2 6 2 6 2 6 5 4 5 4 5 4 5 4 5 1 5 1 5 4 5 4 5 4 5 2 5 2 5 2 6 2 6 2 6 2 4 2 4 2 4 2 4 5 4 5 Moment z-z -199 -013 -21 0 -152 -004 -16 009 -102 022 -044 018 -048 032 -031 07 -027 065 -03 124 -025 184 -02 132 -004 166 -001 201 002 192 -024 164 -025 137 -027 13 -028 093 -03 057 -032 067 -03 031 -031 -004 -032 005 -028 -009 -031 -015 -066 Lc 2 4 2 4 2 4 2 4 2 4 2 4 2 4 5 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 1 5 2 5 1 2 1 2 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 37 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label £ | M92 [ M93 | M94 j M95 I M96 [ M97 | M98 | M99 | M100 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max min max mm max mm max Axial (k) 027 -003 027 -003 027 -003 024 -003 024 -003 024 -003 021 -003 023 001 02 004 021 004 021 004 021 004 023 005 023 005 023 005 024 005 024 005 024 005 024 005 024 005 024 005 024 005 024 005 024 005 022 004 022 004 022 Lc 2 4 2 4 2 4 2 4 2 4 2 4 2 4 5 4 5 1 5 1 5 1 5 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Shear y-y (k) 132 0 13 -002 129 -003 129 -003 127 -004 126 -006 126 -006 021 -008 008 -071 008 -071 007 -073 006 -074 006 -074 004 -076 003 -077 003 -077 002 -078 0 -08 0 -08 -001 -081 -002 -083 -002 -083 -004 -084 -005 -086 -005 -086 -006 -087 -008 Lc 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 4 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 Shear z-z (k) 009 -009 009 -009 009 -009 014 -006 014 -006 014 -006 018 -002 01 -003 -003 -017 -002 -013 -002 -013 -002 -013 0 -009 0 -009 0 -009 004 -004 004 -004 004 -004 008 0 008 0 008 0 012 0 012 0 012 0 015 002 015 002 015 Lc 2 6 2 6 2 6 2 6 2 6 2 6 2 6 6 2 1 2 1 2 1 2 1 2 6 2 6 2 6 2 6 2 6 2 6 2 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 Torque (k-ft) 059 005 059 005 059 005 083 012 083 012 083 012 115 018 003 -003 -025 -132 -02 -102 -02 -102 -02 -102 -015 -076 -015 -076 -015 -076 -011 -054 -011 -054 -011 -054 -007 -039 -007 -039 : -007 -039 -004 -03 -004 -03 -004 -03 -003 -029 -003 -029 -003 Lc 2 4 2 4 2 4 2 4 2 4 2 4 2 4 6 3 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 6 2 6 2 6 Moment y-y (k-ft) 002 -01 002 -012 002 -014 002 -014 003 -016 007 -017 007 -017 008 -012 006 -011 006 -011 003 -012 0 -013 0 -013 0 -013 -001 -014 -001 -014 -002 -013 -002 -012 -002 -012 -002 -009 -002 -008 -002 -008 -001 -006 0 -005 0 -005 003 -003 007 Lc 4 5 4 5 4 5 4 5 2 6 2 6 2 6 2 6 2 6 2 6 2 6 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 2 1 2 1 2 1 2 1 2 6 3 5 Moment z-z (k-ft) -012 -055 -018 -09 -023 -124 -018 -11 -017 -144 -016 -177 -01 -158 -006 -159 -003 -141 -008 -164 -01 -145 -012 -125 -017 -143 -016 -123 -01 -103 -013 -116 -008 -095 -001 -074 -004 -084 002 -062 009 -04 006 -047 013 -029 021 -027 017 -029 025 -027 038 Lc 1 2 1 2 1 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 5 4 5 4 5 3 6 2 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 38 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label 5 M101 M102 | M103 M104 Ml 05 j M106 [ Ml 07 | M108 | M109 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial (k) 004 02 004 02 004 02 004 021 004 021 004 021 004 051 -002 051 -002 051 -002 05 *004 05 -004 05 -004 034 -009 034 -009 034 -009 024 004 024 004 024 004 026 004 026 004 026 004 027 005 027 005 027 005 027 005 027 005 Lc 1 2 1 2 1 2 1 5 1 5 1 5 1 2 6 2 6 2 6 2 4 2 4 2 4 5 4 5 4 5 4 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Shear y-y (k) -089 -008 -089 -009 -09 -01 -092 -01 -092 -011 -093 -012 -094 417 034 415 033 414 032 414 032 413 031 412 03 129 -003 128 -004 127 -005 004 -022 003 -023 002 -025 002 -025 0 -026 0 -027 0 -027 -002 -028 -003 -029 -003 -029 -004 -03 Lc 2 6 2 6 2 6 2 6 2 6 2 6 2 2 6 2 6 2 6 2 6 2 6 2 6 2 4 2 4 2 4 1 4 1 4 1 4 1 4 1 4 1 3 1 3 1 3 1 3 1 3 1 3 Shear z-z (k) 002 018 003 018 003 018 003 -002 -013 -002 -013 -002 -013 009 -025 009 -025 009 -025 009 -025 009 -025 009 -025 01 -014 01 -014 01 -014 0 -012 0 -012 0 -012 003 -007 003 -007 003 -007 006 -003 006 -003 006 -003 01 -002 01 -002 Lc 4 5 4 5 4 5 4 1 2 1 2 1 2 4 5 4 5 4 5 3 6 3 6 3 6 6 3 6 3 6 3 6 2 6 2 6 2 6 2 6 2 6 2 6 3 6 3 6 3 5 4 5 4 Torque (k-ft) -029 002 -036 002 -036 002 -036 059 -018 059 -018 059 -018 014 -03 014 -03 014 -03 021 -045 021 -045 021 -045 015 -012 015 -012 015 -012 -003 -017 -003 -017 -003 -017 005 -005 005 -005 005 -005 025 0 025 0 025 0 042 003 042 003 Lc 2 6 2 6 2 6 2 2 6 2 6 2 6 5 4 5 4 5 4 6 2 6 2 6 2 5 4 5 4 5 4 6 2 6 2 6 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 4 Moment y-y (k-ft) -002 007 -002 012 -002 016 0 016 0 016 -001 015 -002 015 -002 01 0 004 0 004 0 004 -001 006 -007 01 -009 007 -007 004 -005 005 -009 004 -01 002 -01 002 -01 002 -009 0 -009 0 -009 0 -007 0 -006 0 -006 0 -005 Lc 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 1 5 1 2 6 3 6 3 6 3 6 3 6 3 6 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 2 4 2 1 2 Moment z-z (k-ft) -025 031 -025 055 -023 079 -02 064 -01 079 -008 093 -006 31 -022 22 -029 131 -036 124 -033 035 -04 -01 -054 -012 -095 -017 -123 -023 -15 -016 -119 -017 -115 -018 -111 -018 -112 -018 -108 -018 -103 -018 -1 -018 -095 -012 -09 -012 -084 -005 -079 Lc 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 6 2 4 2 4 2 4 2 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 39 Company Designer ]on Job Number 020904 10 Plump Engineering, Inc Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label £ f Miio | M111 I M112 [ M113 | M114 |_ M115 | M116 | M117 | M118 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 max min max mm max mm max mm max mm max mm max mm max rnm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max Axial (k) 027 005 026 004 026 004 026 004 024 004 024 004 03 005 03 002 03 002 03 002 029 0 029 0 029 0 027 -003 027 -003 027 -003 444 053 425 036 407 019 917 204 898 185 879 166 965 151 946 134 927 117 407 116 388 Lc 2| 2 1 2 1 ' 2 1 2 1 2 1 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 4 2 4 2 4 2 1 2 1 2 1 2 4 2 4 2 4 2 1 2 Shear y-y (k) -005 -032 -005 -032 -006 -033 -008 -034 -008 -034 -009 -035 -025 -221 -025 -221 -026 -222 -027 -223 -027 -223 -028 -224 -029 -225 -029 -225 -03 -227 -032 -228 019 -017 019 -017 019 -017 028 0 028 0 028 0 027 -002 027 -002 027 -002 025 002 025 Lc 1 3 1 3 1 3 1 3 1 3 1 3 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 4 2 4 2 4 2 3 6 3 6 3 6 4 2 4 2 4 2 3 6 3 Shear z-z (k) 01 -002 013 0 013 0 013 0 015 001 015 001 012 -005 013 0 013 0 013 0 013 001 013 001 013 001 014 002 014 002 014 002 -002 -027 -002 -027 -002 -027 -007 -049 -007 -049 -007 -049 -008 -055 -008 -055 -008 -055 -004 -028 -004 Lc 5 4 5 4 5 4 5 4 5 4 5 4 6 3 5 4 5 4 5 4 5 1 5 1 5 1 2 1 2 1 2 1 4 5 4 5 4 5 4 2 4 2 4 2 4 2 4 2 4 2 1 5 1 Torque (k-ft) 042 003 055 002 055 002 055 002 064 0 064 0 064 -005 064 -011 064 -011 064 -011 043 -021 043 -021 043 -021 001 -035 001 -035 001 -035 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lc 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 3 2 3 2 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Moment y-y (k-ft) 0 -005 0 -005 001 -003 004 -002 004 -002 007 -001 0 -002 0 -002 001 -001 004 0 004 0 007 0 01 0 01 0 013 001 016 002 0 0 -005 -073 -01 -147 0 0 -018 -134 -037 -267 0 0 -022 -152 -044 -305 0 0 -012 Lc 1 2 1 2 6 2 6 3 6 3 5 4 4 2 4 2 6 2 6 2 6 2 5 1 5 1 5 1 5 1 5 1 1 1 4 5 4 5 1 1 4 2 4 2 1 1 4 2 4 2 1 1 1 Moment z-z .fls-ft) .001 -073" 002 -063 008 -058 015 -051 016 -04 023 -033 03 -008 028 -008 054 -002 102 004 113 004 161 01 21 016 214 016 263 023 312 029 0 0 046 -053 093 -107 0 0 0 -076 -001 -152 0 0 006 -074 012 -149 0 0 -007 Lc 4 2 4 2 4 2 4 2 4 2 4 2 4 5 4 5 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 1 1 2 4 2 4 1 1 6 3 6 3 1 1 2 4 2 4 1 1 6 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 40 Company Plump Engineering, Inc Designer ion Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label 5 M119 M120 I M121 | M122 [ Ml 23 M124 f~ M125 M126 f Ml 27 Section 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 mm max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max jnin max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial (k) 097 369 078 354 039 333 02 312 002 551 083 531 065 51 046 434 069 413 05 393 032 372 038 352 019 331 0 589 357 589 357 589 357 183 036 183 036 183 036 176 -024 176 -024 176 -024 649 364 649 364 649 364 215 051 Lc 1 2 1 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 4 2 4 2 4 4 2 4 2 4 2 6 3 6 3 6 3 3 6 3 6 3 6 2 4 Shear y-y (k) 002 025 002 021 002 021 002 021 002 013 -007 013 -007 013 -007 015 0 015 0 015 0 008 -021 008 -021 008 -021 -051 -215 -051 ^-215 -051 -215 266 095 266 095 266 095 -064 -178 -064 -178 -064 -178 258 064 258 064 258 064 589 357 Lc 6 3 6 2 6 2 6 2 6 4 2 4 2 4 2 3 1 3 1 3 1 4 2 4 2 4 2 4 2 4 2 4 2 3 6 3 6 3 6 6 2 6 2 6 2 3 6 3 6 3 6 2 4 Shear z-z (k) -028 -004 -028 02 -017 02 -017 02 -017 059 -007 059 -007 059 -007 048 -008 048 -008 048 -008 02 -017 02 -017 02 -017 043 -167 043 -167 043 -167 032 -043 032 -043 032 -043 033 -091 033 -091 033 -091 091 -169 091 -169 091 -169 043 -167 Lc 5 1 5 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 6 2 6 2 6 2 6 3 6 3 6 3 3 6 3 6 3 6 2 6 Torque (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -064 1 -064 1 -064 115 -029 115 -029 115 -029 07 -115 07 -115 07 -115 125 -103 125 -103 125 -103 323 026 Lc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6 2 6 2 6 2 6 2 6 2 6 2 3 6 3 6 3 6 3 6 3 6 3 6 3 6 Moment y-y (k-ft) -076 -024 -152 0 0 061 -05 121 -1 0 0 176 -022 352 -044 0 0 144 -024 289 -048 0 0 06 -05 12 -099 058 -317 016 -32 -026 -323 317 01 32 018 323 026 384 0 361 009 338 017 067 -384 025 -361 -017 -338 1 -064 Lc 5 1 5 1 1 2 6 2 6 1 1 2 6 2 6 1 1 2 6 2 6 1 1 2 6 2 6 6 3 6 3 6 3 3 6 3 6 3 6 3 6 3 6 3 6 6 3 6 3 6 3 6 2 Moment z-z (k-ft) -069 -013 -139 0 0 -005 -062 -011 -125 0 0 021 -04 042 -08 0 0 -002 -044 -005 -089 0 0 062 -025 124 -049 -104 -201 -066 -169 -028 -136 758 33 704 306 651 282 -313 -751 -297 -72 -281 -69 16 042 131 -009 102 -061 -028 -136 Lc 3 6 3 1 1 6 2 6 2 1 1 2 4 2 4 1 1 1 3 1 3 1 1 2 4 2 4 1 3 1 3 1 3 2 6 2 6 2 6 6 3 6 3 6 3 5 4 5 4 5 4 1 3 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 41 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver • CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label £ M128 M129 M130 M131 M132 M133 M134 M135 | M136 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max Axial (k) 215 051 215 051 178 064 178 064 178 064 1 187 261 1 187 261 1 187 261 258 -326 258 -326 258 -201 561 -133 561 -133 561 -133 186 -076 186 -076 186 -076 019 -056 07 005 07 005 154 -003 154 -003 154 -003 385 147 385 147 385 147 064 Lc 2 4 2 4 2 6 2 6 2 6 5 4 5 4 5 4 2 4 2 4 2 4 4 5 4 5 4 5 3 6 3 6 3 6 5 4 3 1 3 1 5 4 5 4 5 4 5 1 5 1 5 1 6 Shear y-y (k) 589 357 589 357 176 -024 176 -024 176 -024 366 -324 366 -324 366 -324 822 181 822 -316 251 -316 156 -275 156 -275 156 -275 085 -02 085 ^02 085 -02 314 256 314 256 -229 -284 011 -091 011 -091 011 -091 365 08 365 08 365 08 258 U 2 4 2 4 6 3 6 3 6 3 4 5 4 5 4 5 5 4 5 4 5 4 4 2 4 2 4 2 6 2 6 2 6 2 1 4 1 4 6 3 2 6 2 6 2 6 5 4 5 4 5 4 3 Shear z-z (k) 043 -167 043 -167 033 -091 033 -091 033 -091 -125 -596 -125 -596 -125 -596 12 -223 12 -223 12 -098 095 -079 095 -079 095 -079 262 072 262 072 262 072 04 -298 04 -298 04 -173 237 -116 237 -116 237 -116 102 -046 102 -046 102 -046 073 Lc 2 6 2 6 6 3 6 3 6 3 2 5 2 5 2 5 3 6 3 6 3 6 5 4 5 4 5 4 3 6 3 6 3 6 2 6 2 6 2 6 6 2 6 2 6 2 6 3 6 3 6 3 6 Torque (k-ft) 323 026 323 026 -017 -338 -017 -338 -017 -338 0 0 0 0 0 0 586 295 586 295 105 -181 031 008 031 008 031 008 109 -021 109 -021 109 -021 -173 - 319 262 -319 262 179 113 -015 113 -015 113 -015 012 -15 012 -15 012 -15 -009 Lc 3 6 3 6 6 3 6 3 6 3 1 5 1 5 1 5 5 4 5 4 6 2 4 2 4 2 4 2 6 2 6 2 6 2 4 2 4 2 4 2 6 2 6 2 6 2 3 6 3 6 3 6 2 Moment y-y (k-ft) 017 -04 002 -088 07 -115 022 -097 -011 -085 -054 -289 -179 -885 -304 -1 481 191 -081 -001 -062 068 -156 402r -212 323 -117 244 -021 -239 -615 -167 -403 -081 -229 277 -063 055 -046 063 -233 667 04 552 277 612 292 081 -191 001 -011 168 -08 095 Lc 4 2 4 5 3 6 4 5 1 5 2 5 2 5 2 5 6 3 2 4 3 6 4 5 4 5 4 5 6 3 6 2 4 1 6 3 4 5 3 6 2 6 2 6 5 4 3 6 2 6 6 3 3 Moment z-z (k-ft) -263 -411 -464 -689 -281 -69 -376 -677 -471 -678 159 -186 483 -551 807 -917 668 -915 -158 -1 111 -206 -849 992 255 969 413 945 572 042 -045 -011 -062 009 -131 05 -08 -271 -382 -003 -096 002 -134 -009 -059 053 -036 934 -014 332 -273 -254 -533 262 Lc 6 3 6 2 6 3 6 3 6 2 5 4 5 4 5 4 5 4 2 4 1 3 3 1 3 1 3 1 5 4 2 4 2 6 2 4 6 3 5 4 2 6 2 4 5 4 6 2 6 2 4 2 4 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 42 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label J M137 M138 M139 M140 M141 M142 M143 M144 Section 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm Axial (k) -102 064 -102 064 -102 24 -123 24 -123 24 -123 559 156 684 156 684 156 1 123 664 1 123 664 1 123 664 13 035 13 035 13 035 02 -059 068 005 068 005 192 -077 192 -077 192 -077 077 -049 077 -049 077 -049 397 029 397 029 397 029 Lc 3 6 3 6 3 1 3 1 3 1 3 3 6 3 6 3 6 5 1 5 1 5 1 6 2 6 2 6 2 5 4 3 1 3 1 3 6 3 6 3 6 6 2 6 2 6 2 5 4 5 4 5 4 Shear y-y (k) 104 258 104 258 104 -09 -542 -09 -542 -09 -542 034 -276 -519 -847 -519 -847 -16 -703 -16 -703 -16 -703 04 -084 04 -084 04 -084 252 175 -263 -378 -263 -378 078 -049 078 -049 078 -049 206 105 206 105 206 105 356 146 356 146 356 146 Lc 6 3 6 3 6 6 3 6 3 6 3 1 3 1 3 1 3 1 3 1 3 1 3 3 6 3 6 3 6 5 4 6 3 6 3 6 3 6 3 6 3 1 6 1 6 1 6 5 1 5 1 5 1 Shear z-z (k) -052 073 -052 073 -052 086 -006 086 -006 086 -006 09 -018 215 -018 215 -018 -117 -603 -117 -603 -117 -603 233 -085 233 -085 233 -085 156 -072 281 -072 281 -072 201 086 201 086 201 086 016 -066 016 -066 016 -066 012 -097 012 -097 012 -097 Lc 3 6 3 6 3 3 1 3 1 3 1 6 2 6 2 6 2 4 5 4 5 4 5 6 2 6 2 6 2 6 3 6 3 6 3 2 4 2 4 2 4 2 6 2 6 2 6 2 6 2 6 2 6 Torque (k-ft) -178 -009 -178 -009 -178 003 -03 003 -03 003 -03 189 -097 -264 -596 -264 -596 0 0 0 0 0 0 052 -105 052 -105 052 -105 -205 -253 28 -253 28 196 058 -101 058 -101 058 -101 131 -067 131 -067 131 -067 173 049 173 049 173 049 Lc 4 2 4 2 4 4 5 4 5 4 5 1 5 4 5 4 5 5 4 5 4 5 4 3 6 3 6 3 6 4 5 2 5 2 6 3 6 3 6 3 6 5 4 5 4 5 4 5 1 5 1 5 1 Moment y-y (k-ft) -137 005 -009 12 -086 047 -224 097 -23 147 -237 017 -15 056 -052 18 -022 1499 283 896 167 293 05 -363 -58 -287 -502 -055 -58 039 -213 0 -055 259 -039 38 062 509 149 637 237 122 -03 006 -002 026 -109 18 -022 011 -001 02 -158 Lc 6 4 5 6 3 5 1 5 1 5 1 2 6 4 5 6 2 5 4 5 4 5 4 4 5 6 3 6 3 2 6 1 3 6 2 3 6 3 6 3 6 6 2 6 2 2 6 6 2 6 3 2 6 Moment z-z (k-ft) -143 -118 -495 -3 -847 -367 -864 055 -655 477 -445 41 -315 687 -212 1 602 348 -397 -1 753 -237 -1 051 -077 -348 029 -049 039 -015 119 -051 016 -026 -173 -288 208 027 116 -058 041 -012 04 -04 073 -263 -11 -531 -294 -799 933 -01 338 -335 -257 -66 Lc 2 6 2 6 2 4 5 4 5 4 5 4 5 3 1 3 1 1 3 1 3 1 3 3 6 5 4 6 3 4 2 4 1 3 6 6 3 5 4 3 6 6 3 6 3 6 3 6 3 6 3 6 3 RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 43 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver • CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member Section Forces, (continued) Member Label 5 " M145 M146 M147 M148 M149 | M150 [ Ml 51 "^ I M152 M153 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm maxj mm max mm max mm max mm max min max mm max mm max mm max Axial (k) 0 -125 125 0 125 0 0 -125 125 0 125 0 266 095 266 095 266 095 258 064 258 064 258 064 808 367 808 367 808 367 426 005 426 125 426 231 391 172 391 231 509 231 852 386 852 386 852 386 934 563 934 563 934 Lc 2 6 5 4 5 4 4 5 6 2 6 2 3 6 3 6 3 6 3 6 3 6 3 6 2 6 2 6 2 6 5 4 5 4 5 1 5 4 5 1 3 1 3 6 3 6 3 6 5 4 5 4 5 Shear y-y (k) 571 498 -498 -571 -498 -571 571 498 -498 -571 -498 -571 -036 -183 -036 -183 -036 -183 -364 -649 -364 -649 -364 -649 -005 -426 -005 -426 -005 -426 808 367 252 025 -238 -408 375 184 -044 -295 -386 -852 -231 -509 -231 -509 -231 -509 0 -118 0 -118 0 Lc 3 6 4 5 4 5 2 4 6 3 6 3 2 4 2 4 2 4 6 3 6 3 6 3 4 5 4 5 4 5 2 6 2 6 1 5 5 4 6 3 6 3 1 3 1 3 1 3 1 3 1 3 1 Shear z-z (k) 125 0 0 -125 0 -125 125 0 0 -125 0 -125 043 -032 043 -032 043 -032 169 -091 169 -091 169 -091 021 -399 021 -399 021 -399 021 -399 021 -279 021 -158 137 -02 258 -02 378 -02 02 -378 02 -378 02 -378 263 -037 263 -037 263 Lc 4 2 6 3 6 3 3 6 2 4 2 4 2 6 2 6 2 6 6 3 6 3 6 3 4 5 4 5 4 5 4 5 4 5 4 5 5 1 5 1 5 1 1 5 1 5 1 5 5 1 5 1 5 Torque (k-ft) 0 0 0 0 0 0 0 0 0 0 0 0 323 026 323 026 323 026 -017 -338 -017 -338 -017 -338 211 028 211 028 211 028 618 028 618 028 618 028 -061 -529 -061 -529 -061 -529 046 -125 046 -125 046 -125 039 -048 039 -048 039 Lc 2 6 2 6 2 6 5 4 5 4 5 4 3 6 3 6 3 6 6 3 6 3 6 3 2 6 2 6 2 6 5 4 5 4 5 4 2 6 2 6 2 6 6 3 6 3 6 3 6 3 6 3 6 Moment y-y .(k-ft) T0 -109 109 0 0 -109 0 -109 109 0 0 -109 002 -088 006 -098 029 -115 -011 -085 012 -076 103 -125 188 -139 -049 -219 -028 -618 211 028 224 -1 255 257 -2067 229 -2028 167 -1273 125 -046 529 061 156 075 169 -239 -166 -1 135 -202 -872 -221 Lc 2 4 3 6 6 3 6 3 4 2 2 4 4 5 2 6 2 6 1 5 6 3 6 3 6 1 4 5 4 5 2 6 2 6 3 6 1 6 3 6 3 6 6 2 6 2 4 5 4 5 4 5 2 Moment z-z (k-ft) 498 434 -436 -501 499 434 499 434 -436 -501 499 434 -464 -689 -373 -67 -282 -651 -471 -678 -213 -375 061 -102 -46 -1 447 -165 -1 131 154 -879 154 -879 -614 -2893 -041 -2789 -158 -285 -656 -2831 186 -686 686 -186 1 042 109 1 551 405 -004 -234 009 -127 021 Lc 5 4 6 2 5 4 5 4 6 3 5 4 6 2 6 2 6 2 6 2 4 5 4 5 4 2 6 2 6 3 6 3 6 2 6 2 6 3 6 2 6 2 2 6 3 6 3 6 2 4 2 4 2 RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 44 Company Plump Engineering, Inc. Designer jon Job Number 020904 10 Seasilver • CIP Skid May 10, 2003 321 PM Checked By Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc (k) (k) [ Immf 563 T4 [ -118 I 3 I Shear z-z (k) -037 [ Lc Torque Lc Moment y-y Lc Moment z-z (k-ft) (k-ft) (k-ft) 1 F -048 : Envelope Member AISC ASD 9th Code Checks $ -623 6 -07 Lc 6 Label M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 M47 Code Chk 243 369 116 101 277 274 276 272 257 273 096 121 485 371 378 584 489 715 702 510 259 290 326 493 221 297 001 001 013 012 063 070 087 106 033 068 042 041 036 056 098 030 040 038 162 138 111 Loc (ft) 2041 13265 35 35 35 5929 35 35 5571 35 35 35 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 216 0 0 216 1 5 1 5 1 5 1 5 1 5 1 5 322 0 0 1 5 1 5 322 0 322 2277 2277 1 5 Lc 2 5 2 5 2 5 2 3 5 3 5 2 2 6 6 3 5 5 5 3 4 3 5 3 4 3 2 2 6 6 2 3 2 3 4 3 2 3 3 5 5 2 5 5 5 3 5 Shear Chk 075 124 067 135 084 081 095 111 050 095 126 066 026 021 022 032 027 036 035 029 014 013 016 024 011 012 000 000 007 006 018 014 019 019 008 013 009 011 013 018 028 010 009 017 066 060 026 Loc J«) 16735 13469 0 0 35 7 35 35 7 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 216 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2277 2277 0 Dir y Y y y y y y yyy y y y y z z z z z z z z yy yz z y y Yyy z Lc 5 5 2 2 2 5 2 3 5 3 2 2 2 6 6 3 5 5 5 3 4 3 5 3 4 3 2 1 5 6 2 3 2 3 6 2 5 4 3 2 5 2 3 5 5 3 5 ASD Eqn H1-2 H1-1 H1-2 H1-2 H2-1 H1-2 H2-1 H2-1 H1-2 H2-1 H1-2 H1-2 H1-2 H2-1 H2-1 H1-2 H1-2 H1-2 H1-2 H1-2 H2-1 H1-2 H1-2 H1-2 H2-1 H1-2 H2-1 H2-1 H2-1 H2-1 H1-2 H1-2 H1-2 H1-2 H2-1 H1-2 H2-1 H1-2 H2-1 H1-2 H1-2 H1-2 H2-1 H1-2 H1-2 H1-2 H1-2 Message RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 45 Company Plump Engineering, Inc. Designer jon Job Number 020904 10 Seasilver CIP Skid May 10, 2003 321 PM Checked By _ Envelope Member AISC ASP 9th Code Checks, (continued) Label M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 M58 M59 M60 M61 M62 M63 M64 M65 M66 M67 M68 M69 M70 M71 M72 M73 M74 M75 M76 M77 M78 M79 M80 M81 M82 M83 M84 M85 M86 M87 M88 M89 M90 M91 M92 M93 M94 M95 M96 M97 M98 M99 M100 Code Chk 126 030 036 037 182 189 072 053 029 029 022 100 122 009 009 008 036 109 111 124 117 122 151 121 124 037 085 101 060 019 021 033 042 049 064 070 053 024 062 065 062 043 025 024 040 060 060 055 046 040 030 019 013 Loc (ft) 1 5 358 0 358 2531 2531 1 5 1 5 0 288 0 2036 2036 0 0 0 2068 0 2121 1 93 1 794 1 818 0 2272 0 2289 4731 0 0 0 , 48 48 48 48 422 j 24 0 48 48 279 0 0 0 529 529 529 13 0 0 0 0 0 529 Lc 5 2 2 5 3 5 5 3 5 5 3 5 3 3 2 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shear Chk 028 007 006 013 071 072 019 014 013 005 007 049 055 007 008 006 007 039 031 042 043 044 046 033 041 007 062 015 026 030 017 013 006 008 022 033 023 020 024 059 023 029 024 024 028 036 049 039 030 023 018 015 015 Loc (ft) 0 0 0 0 0 2531 0 0 0 0 0 2036 2036 0 0 0 0 0 0 0 0 0 0 0 0 0 10202 0 0 0 0 0 0 0 481 48 48 48 48 279 0 0 0 0 0 0 53 529 529 529 529 529 529 Dir z yyyyyz z yyyyy yyy yyyyyy y yyy yyyyy yyyyy Yyyyyyyyyyyyyy Lc 5 6 3 5 3 5 5 3 5 5 3 3 3 3 6 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ASD Eqn H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H2-1 H1-2 H2-1 H1-2 H1-2 H1-1 H1-2 H2-1 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 Message RISA-3D Version 4 5b [C \risa\020904 10skid r3d]Page 46 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver CIPSkid May 10, 2003 321 PM Checked By __ Envelope Member AISC ASD 9th Code Checks, (continued) Label M101 M102 M103 M104 M105 M106 M107 M108 M109 M110 M111 M112 M113 M114 M115 M116 M117 M118 M119 M120 M121 M122 M123 M124 M125 M126 M127 M128 M129 M130 M131 M132 M133 M134 M135 M136 M137 M138 M139 M140 M141 M142 M143 M144 M145 M146 M147 M148 M149 M150 M151 M152 M153 Code Chk 029 032 101 042 050 040 037 035 030 023 014 034 069 103 053 083 089 055 062 099 081 062 - Steel code - Steel code - Steel code - Steel code 014 014 - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code 000 000 014 014 - Steel code - Steel code - Steel code - Steel code - Steel code Loc Jffl 529 311 0 0 431 0 0 0 0 0 0 431 431 431 55 55 55 55 6 6 6 6 -005 -005 -005 -005 1 08 1 08 -02 -022 1 -02 -02 -022 -02 -036 -036 -02 -022 -02 -02 -022 -02 -036 -036 1 75 1 75 0 0 -02 -08 -08 -02 -02 Lc 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 Shear Chk 018 025 031 040 010 007 003 010 016 020 035 035 028 014 001 003 003 001 001 003 003 001 010 006 000 000 006 010 Loc (ft) 529 311 0 0 0 431 431 431 431 431 431 431 431 431 0 0 0 0 0 0 0 0 0 0 1 75 1 75 0 0 Dir yy yyy y yy y y y y yy z z z z y z z V yy Lc 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 2 2 2 2 2 2 2 2 2 2 2 1 2 ASD Eqn H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 H1-2 Message - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate • Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate RISA-3D Version 4 5b [C \nsa\020904 10skid r3d]Page 47 Plump Engineering, Inc jon 020904 10 Seasilver CIP Skid (Lining Analysis)May 10, 2003 323PM 020904 10skidlrftr3d Loads BLC5 drywvlgN Plump Engineering, Inc jon 02090410 Seasilver CIP Skid (Lifting Analysis)May 10, 2003 324PM 020904 lOskidlrft r3d Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver CIP Skid (Lifting Analysis) May 10, 2003 331 PMChecked By _ Global Steel Code Allowable Stress Increase Factor (ASIF) Include Shear Deformation Include Warping Display Sections for Member Calcs Max Internal Sections for Member Calcs Redesign Sections P-Delta Analysis Tolerance Vertical Axis Area Load Mesh (mA2) Merge Tolerance (in) ASD AISC 9th, AISI 99 1 333 Yes Yes 3 99 Yes 0 50% Y 144 12 Materials (General) Material Label Young's Modulus (ksi) Shear Modulus (ksi) Poisson's Ratio Thermal Coef (per 10*5 F) Weight Density (k/ftA3) Yield Stress (ks.) STL DUMMY VESSEL EQUIPMENT LINK 29000 29000 29000 29000 1e+6 11154 11154 11154 11154 3 3 3 3 3 65 65 65 65 65 49 0 0 0 0 46 36 36 36 36 Sections Section Label SKIDFRAME LEG TK-P1 TK-S1 PC1 PB1 PB2 PB3 TK4100 TK4200 TK4300 PUMP HEATEXCHGR RIGID Database Shape TU3X3X4 1 1/4 "dia TU6X6X4 TU6X6X4 TU3X3X3 TU4X3X3 TU3X2X3, TU2X2X2 tank-1 tank-2 tank-3 pump htexchgr Material Label STL STL DUMMY DUMMY STL STL STL STL VESSEL VESSEL DUMMY EQUIPMENT EQUIPMENT LINK Area (,n)A2 259 1 227 559 559 202 239 1 64 897 42215 46928 37503 9228 504 1e+6 SA(yy) 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 12 1 2 1 2 1 2 1 2 SA(zz) 1 2 1 2 ,_1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 ly-y (mM) 316 12 303 303 26 334 977 513 15245606 20942 148 10688873 159335 6048 1e+6 Iz-z (mM) 3 16 12 303 303 26 523 1 86 513 15245606 20942 148 10688873 159 335 74088 1e+6 J (Torsion) (mM) 535 24 485 485 428 667 216 846 30491 212 41884296 21377746 318669 19839858 1e+6 T/C Only Joint Coordinates Joint Label N1 X Coordinate (ft) 0 Y Coordinate (ft) 0 Z Coordinate (ft) 0 Joint Temperature (F) 0 Detach from Diaphragm NON1 N2 N3 N4 N5 N6 N7 N8 N9 N10 0 20 0 20 216 216 339 339 661 661 0 0 0 0 0 0 0 0 0 0 0 0 7 7 0 7 0 7 0 7 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10skidlift r3d]Page 51 Company Plump Engineering, Inc Designer jonJob Number 02090410 Seasilver CIP Skid (Lifting Analysis) May 10, 2003 331 PM Checked By _ Joint Coordinates (continued) Joint Label X Coordinate JftL Y Coordinate (ft) Z Coordinate (ft) Joint Temperature (F) Detach from Diaphragm N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 N47 N48 N49 N50 N51 N52 N53 N54 N55 N56 N57 N58 N59 N60 N61 N62 N63 847 847 1205 1205 1381 1381 1669 1669 1784 1784 339 661 847 1205 1381 1669 13333333 13333333 0 20 0 20 13333333 13 333333 661 661 339 661 847 1205 1381 1669 0 216 1784 20 0 216 1784 20 339 661 847 1205 1381 1669 339 661 847 1205 1381 1669 339 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5 -5 -5 -5 -5 " -5 -5 -5 -5 -5 -5 -5 -5 -5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 0 7 0 7 0 7 0 7 0 7 35 35 35 35 35 35 0 7 0 0 7 7 0 7 0 7 35 35 35 35 35 35 35 35 1 35 35 1 25 1 25 1 25 1 25 266 266 266 266 266 266 588 588 624 624 554 554 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_-_0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No No No No No No No No No No No No No No "No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10skidlift r3d]Page 52 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasllver CIP Skid (Lifting Analysis) May 10, 2003 331 PM Checked By _ Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from Diaphragm N64 N65 N66 N67 N68 N69 N70 N71 N72 N73 N74 N75 N76 N77 N78 N79 N80 N81 N82 N83 N151 N152 N153 N154 N155 N156 N157 N158 N159 N160 N161 N162 N163 N164 N165 N166 N167 N168 N169 N170 N171 N172 N173 N174 N175 N176 N177 N178 N114 N116 N121 N123 661 847 1205 1381 1669 339 661 5 847 1205 1026 1381 1669 1525 5 1026 1525 5 1026 1525 20 1784 216 0 0 216 1784 20 0 0 216 216 1784 1784 20 20 1 08 1 08 1892 1892 1 08 1892 1 08 1892 216 10 10 1784 75 125 75 125 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 88 88 88 515 515 515 0 0 0 0 5 5 5 5 2 2 2 2 2 2 2 2 2 2 2 2 5 5 2 2 2 0 2 2 0 0 0 0 266 266 266 266 266 588 588 427 624 624 445 554 554 41 427 445 41 427 445 41 625 625 625 625 625 625 625 625 35 7 35 7 35 7 35 7 35 7 35 7 625 625 525 525 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10skidlift r3d]Page 53 Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver CIP Skid (Lifting Analysis) May 10, 2003 331 PM Checked By _ Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation (k-ft/rad) MY Rotation (k-ft/rad) MZ Rotation (k-ft/rad) N29 N35 N33 N30 N31 N36 N34 N32 N37 N38 N39 N40 N41 N42 N121 N123 N114 N116 Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Member Data X-Axis Shape / Material Phys End Releases End Offsets Inactive /[ember Label I Joint J Joint K Joint Rotate Section Set Memb l-End J-End l-End J-End Code Length (degrees) Set TOM xyzxyz xyzxyz (in) (in) (ft) M1 M2 M3 M4 M5 ~M6" M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 N1 N3 N1 N5 N7 N9 N11 N13 N15 N17 N19 N2 N29 N35 N33 N30 N31 N36 N34 N32 N37 N38 N39 N40 N41 N42 N43 N45 N2 N4 N3 N6 N8 " Klib N12 N14 N16 N18 N20 N4 N1 N9 N27 N2 N3 N10 N28 N4 N21 N22 N23 N24 N25 N26 N44 N46 r SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA SKIDFRA LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG SKIDFRA SKIDFRA STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL STL Y Y Y Y Y Y Y Y Y Y Y Y — — 20 20 7 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 216 216 RISA-3D Version 4 5b [C \nsa\020904 10skidlift r3d]Page 54 Company Plump Engineering, Inc Designer jon Job Number 02090410 Seasilver CIP Skid (Lifting Analysis) May 10, 2003 331 PM Checked By _ Member Data (continued) X-Axis Shape / Material Phys End Releases End Offsets Inactive /lember Label I Joint J Joint K Joint Rotate Section Set Memb l-End J-End l-End J-End Code Length (degrees) Set TOM xyzxyz xyzxyz (in) (in) (ft) M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 M47 M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 M58 M59 M60 M61 M62 M63 M123 M124 M125 M126 M127 M128 M129 M130 M131 M132 M133 M134 M135 M136 M137 M138 M139 N47 N49 N51" N52 N53 N54 N55 N56 N63 N65 N67 N57 N58 N63 N69 N70 N63 N69 N59 N60 N65 N72 " N73 N66 N65 N61 N62 N67 N75 N76 N67 N75 N71 N74 N77 N154 N153 N152 N151 N155 N157 N3 N160 N162 N43 N159 N161 N160 N162 N20 N164 N166 N48 N50 N63 N64 N65 N66 N67 N68 N64 N66 N68 N69 N70 N69 N70 N64 N70 N64 N72 N73 N72 N73 N66 N72 N73 N75 N76 N75 N76 N68 N76 N68 N78 N79 N80 N155 N156 N157 N158 N171 N172 N160 N162 N6 N159 N161 N44 N159 N161 N164 N166 N4 1 v SKIDFRA SKIDFRA TK-P1 TK-P1 TK-P1 TK-P1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-S1 TK-S1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-S1 TK-S1 TK-P1 TK-P1 TK-S1 TK-S1 TK-S1 TK-S1 TK-S1 TK4100 TK4200 TK4300 RIGID RIGID RIGID RIGID PUMP PUMP RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID RIGID STL STL DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY VESSEL VESSEL DUMMY LINK LINK LINK LINK EQUIPM EQUIPM LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK LINK Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN 2 16 216 1 5 1 5 1 5 1 5 1 5 1 5 322 358 288 1 5 1 5 322 322 322 4554 4554 1 5 1 5 358 358 358 5063 5063 1 5 1 5 288 288 288 4073 4073 73 73 73 5 5 5 5 1 08 1 08 2 216 2 2 216 2 35 35 2 216 2 RISA-3D Version 4 5b [C \nsa\020904 10skidlift r3d]Page 55 Company Plump Engineering, Inc Designer ion Job Number 02090410 Seasilver • CIP Skid (Lifting Analysis) May 10, 2003 331 PM Checked By _ Member Data (continued) Member Label I Joint J Joint X-Axis Shape / Material Phys End Releases K Joint Rotate Section Set Memb I-End J-End (degrees) Set TOM xyzxyz xyzxyz End Offsets Inactive l-End J-End Code Length <<n) (m) (ft) M140 M141 M142 M143 M144 M145 M146 M147 M148 M149 M150 M151 M152 M153 N45 N163 N165 N164 N166 N167 N169 N171 N172 N5 N175 N177 N178 N177 N163 N165 N46 N163 N165 N168 N170 N156 N158 N175 N177 N178 N19 N176 ""RIGID RIGID RIGID RIGID RIGID HEATEX HEATEX PUMP PUMP RIGID RIGID RIGID RIGID RIGID LINK LINK LINK LINK LINK EQUIPM EQUIPM EQUIPM EQUIPM LINK LINK LINK LINK LINK Y Y Y Y Y Y Y Y Y Y Y Y 2 216 2 35 35 35 35 1 08 1 08 2 784 784 2 2 Basic Load Case Data BLCNo 1 Basic Load Case Description dead load Category Code DL Category Gravity Description X Y Dead Load -1 Load Type Totals Direct Z Joint Point Dist Area Surf 1 2 3 4 | 5 6 dead load live load seismic (x-dir) seismic (z-dir) dry weight operating weight DL LL ELX ELZ OL1 OL2 Dead Load Live Load Earthquake Load X Earthquake Load Z Other Load 1 Other Load 2 -1 8 2 Joint Loads/Enforced Displacements, Category: OL1, BLC 5: dry weight Joint Label [L]oad [MJass or [Displacement Direction Magnitude (k, k-lt, in rad k*sA2/ft) N81 N82 N83 N171 N172 N173 N174 N177 • L L L L L L L L Y Y Y Y Y Y Y Y -8 -85 -75 -6 -6 -1 106 -1 106 -15 Member Direct Distributed Loads, Category: OL1, BLC 5: dry weight Member Label M150 M151 Direction Start Magnitude End Magnitude Start Location End Location (k/ft.F) (km, F) (ftor%) (ftor%) I Y I Y -097 -097 -097 -097 0 0 0 0 Load Combinations Description di+dw Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor |y I I I M DL 1 2 OL1 1 2 RISA-3D Version 4 5b [C \nsa\020904 10skidlift r3d]Page 56 Company Plump Engineering, Inc Designer Jon Job Number 020904 10 Seasilver CIP Skid (Lifting Analysis) May 10, 2003 331 PM Checked By _ Reactions, Bv Combination LC 1 1 1 1 1 1 Joint Label N121 L N123 N114 N116 Totals COG (ft) X Force (k) - 111 201 089 -179 0 X 10026 Y Force (k) 2337 2174 2744 3014 10269 Y 2421 Z Force (k) 004 051 -13 076 0 Z 3075 X Moment (k-ft) 0 0 0 0 Y Moment (k-ft) 0 0 0 0 Z Moment (k-ft) 0 0 0 0 Member AISC ASP 9th Code Checks, Bv Combination LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Member Label M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 Code Chk 820 490 400 237 392 249 189 228 269 333 224 392 000 000 000 000 000 000 000 000 000 000 000 000 000 000 001 001 030 029 045 030 001 027 029 042 043 013 039 026 Loc (ft) 10 12449 35 643 2643 5857 0 2643 55 2643 643 35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 216 0 0 216 1 5 1 5 1 5 1 5 1 5 1 5 322 0 0 1 5 Shear Chk 298 159 128 323 101 123 105 101 122 100 330 128 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 064 065 007 005 000 009 005 006 034 006 032 007 Loc (ft) 8571 3265 0 0 0 7 7 6214 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 216 0 0 216 0 0 0 0 0 0 0 0 0 0 Dir yy y Z y Yy y y y Z y yy y y Z y y Z y Z yyy y ASD Eqn H2-1 H2-1 H2-1 H1-2 H1-2 H2-1 H2-1 H1-2 H2-1 H1-2 H1-2 H1-2 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H2-1 H1-2 H1-2 H1-2 H2-1 H2-1 H1-2 H2-1 H1-2 H2-1 H1-2 H2-1 H2-1 Message RISA-3D Version 4 5b [C \risa\020904 10skidlift r3d]Page 57 Company Designer Job Number Plump Engineering, Inc ion 020904 10 Seasilver CIP Skid (Lifting Analysis) May 10, 2003 331 PM Checked By _ Member AISC ASD 9th Code Checks. By Combination, (continued) LC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Member Label M41 M42 M43 M44 M45 M46 M47 M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 M58 M59 M60 M61 M62 M63 M123 M124 M125 M126 M127 M128 M129 M130 M131 M132 M133 M134 M135 M136 M137 M138 M139 M140 M141 M142 M143 M144 M145 M146 M147 M148 M149 M150 M151 M152 Code Chk 049 041 042 040 085 050 024 004 012 014 012 035 012 044 027 036 038 037 045 074 001 001 001 - Steel code - Steel code - Steel code - Steel code 013 029 - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code - Steel code 000 000 029 013 - Steel code - Steel code - Steel code - Steel code Loc (ft) 1 5 322 0 322 2277 2277 1 5 1 5 0 358 0 2531 0 1 5 1 5 0 288 0 2036 2036 0 0 0 1 08 0 1 75 1 75 1 08 0 Shear Chk 008 034 034 033 022 009 007 003 007 006 006 011 005 007 007 031 032 032 009 022 000 000 000 027 035 000 000 034 028 Loc (ft) 0 0 0 0 2277 2277 0 0 0 0 0 2531 2531 0 0 0 0 0 0 2036 0 0 0 0 0 1 75 1 75 0 0 Dir Z Y V Yy Yz Yy Y y Yy z Yyy y vy y y ASD Eqn H1-2 H1-2 H1-2 H1-2 H1-2 H2-1 H1-2 H2-1 H1-2 H1-2 H1-2 H1-2 H2-1 H1-2 H2-1 H1-2 H1-2 H1-2 H2-1 H1-2 H1-1 H1-1 H1-1 H2-1 H2-1 H1-2 H1-2 H2-1 H2-1 Message - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate - Steel code check not calculate RISA-3D Version 4 5b [C \nsa\020904 lOskidhft r3d]Page 58 Company Plump Engineering, Inc May 10,2003 Designer jon 3 31 PM Job Number 020904 10 Seasilver CIP Skid (Lifting Analysis) Checked By Member AISC ASP 9th Code Checks, By Combination, (continued) LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn Message ___^___ (ft) (ft) 1 | M153 [- Steel code [~ [ III |-Steel code check not calculate RISA-3D Version 4 5b [C \risa\020904 10skidhft r3d] Page 59 Consulting hnfiincers in Slruc t ur'il Engineering 1 12KI I'lcrcncc Avenue SIMM I i. S|iiiii(,s< A '"lf.7(l Pimm (V.2)777 (I'Wl I ix (W2)777U<m Client Title rue By ..._ Date Sheet LATERAL FORCE Fp = 0 7Ca Ip W = 0587W Fp = 0 308 W Eq (32-2) Eq (32-3) Seasilver pipe rack weights in ingredient tank area APVInvensys-4/21/03 Reference Drawing # 103-00199-1204 Racks - (Worst Case Scenario) by 5,000 Gallon Tanks Description 2" conduits 2" stainless CIP line 2" stainless product line 2" stainless line (air) 3" stainless water line Frame - 1 5" Sqr 120" Total estimated weights Safety factor Design weight for frame i Dry weight/ft (Ib) 200 1 34 1 34 1 34 204 225 Contents weight/ft (Ib) 050 1 18 1 18 1 18 280 Qty 4 8 9 1 1 1 Line length (ft) 8 8 8 8 8 40 Dry weight (Ib) 64 86 96 11 16 90 363 Contents weight (Ib) 16 76 85 9 22 - 208 Total weight (Ib) 80 161 181 20 39 90 572 1 10 629 Plump Engineering, Inc jon 020904 10 Seasilver Rack#1 (Dwg No 103-00199-1204)May 12, 2003 1105AM 02090410rack1 r3d Plump Engineering, Inc jon 020904 10 Seasilver Rack#1 (Dwg No 103-00199-1204)May 12, 2003 1106AM 020904 10rack1 r3d Plump Engineering, Inc Title Seasilver Dsgnr Jon Date Description Carlsbad California Job #020904 10 Scope Rev 510302User KW 0601611 Ver 5 1 3 22 Jun 1999 Win32(c) 198399ENERCALC General Timber Beam c \enercalc\020904.10 ecw Calculations Description Rack#1 Support (103-00199-1204) General Information Section Name 4x8 Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity Point Loads Dead Load 1 845 0 Ibs Live Load Ibs distance 2 000 ft Calculations are designed to 1997 NDS and 1997 UBC Requirements | 3 500 in 7250m Sawn 1000 Pin-Pin 90 Ibs Ibs 6000ft Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No 1 Fb Base Allow 1 Fv Allow Fc Allow E 1 Ibs Ibs Ibs Ibs 0 000 ft 0 000 ft 800ft ft ft ,3500psi 85 0 psi 625 0 psi SOOOksi Lu Lu Lu Ibs Ibs 0000ft 000ft 000ft 000ft Ibs Ibs 0000ft 1 Ibs Ibs 0000ft 1 Summary | Span= 800ft Beam Width Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1 082 01 psi Fb 1 620 00 psi Beam Design OK = 3 500m x Depth = 7 25m Ends are Pin-Pin 0984 1 28k-ft 41 k-ft 276k-ft at 000 k-ft at 000 k-ft 000 k-ft 414 fv 81 93 psi Fv 85 00 psi Maximum Shear * 1 2016ft 8000 ft Reactions LeftDL Right DL Allowable Shear Camber 1 39 k 047k 5 ©Left @ Right ©Left @ Center @ Right Max Max 21 k 22 k 1 39 k 047k 0000 in 0201 in 0000 in 139 k 047k Deflections Center Span Dead Load Deflection Location Length/Defl [stress Calcs Bending Analysis Ck 27 920 Le Cf 1 200 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction [Query Values -0134m 3520ft 7152 0000ft 0000 Max Moment 2 76 k-ft 000 k-ft 0 00 k-ft @ Left Support 208 k 24 459 m2 85 00 psi 139k 047k M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant Location = @ Left Cant Location = 000 000 000 Total Load Left Cantilever -0 134 in Deflection 3 520 ft LengthOefl 71519 Right Cantilever Deflection LengthOefl Sxx 30 661 m3 Area Cl 0 000 Sxx Rea'd 20 48 m3 0 00 m3 0 00 In3 @ Right Support 070k 8 259 in2 85 00 psi Bearing Length Req d Bearing Length Req d Moment ft 000 k-ft ft 000 k-ft ft 000 k-ft Dead Load Total Load 0 000 in 0 000 in 00 00 0 000 in 0 000 In 00 00 b 25 375 in2 Allowable fb 1 620 00 psi 1 620 00 psi 1 620 00 psi 0634 in 0214 in 1 Shear Deflection 1 39 k 0 0000 in 0 00 k 0 0000 m 0 00 k 0 0000 in Sofutlon Envtlop* Plump Engineering, Inc jon 020904 10 Seasilver Rack#1 (Dwg No 103-00199-1202)-'A'May 12. 2003 1230PM 020904 10rack1a r3d Loads BLC 1 dtad to«t Solution Envelop* Plump Engmeenng, Inc jon 020904 10 Seasilver Rack#1 (Dwg No 103-00199-1202)- TV May 12, 2003 1231 PM 020904 10rack1a r3d Company Plump Engineering, Inc Designer jon Job Number 020904 10 Seasilver Rack #\ (Dwg No 103*00199-1202) - 'A* May 12,2003 12 32 PM Checked By _ Global Steel Code Allowable Stress Increase Factor (ASIF) Include Shear Deformation Include Warping • Display Sections for Member Calcs Max Internal Sections for Member Calcs Redesign Sections P-Delta Analysis Tolerance Vertical Axis Area Load Mesh (mA2) Merge Tolerance (in) ASD AISC 9th, AISI 99 1 333 Yes Yes 3 99 Yes 050% Y 144 12 Materials (General) Material Label STL Sections Section Label FRAME Young's Modulus (kst) | 29000 | Shear Modulus (ksi) 11154 | Poisson's Thermal Coef Weight Density Yield Stress Ratio (peMOA5F) (kffiA3) (ksi) 3 65 Database Material Area SA(yy) SA(zz) Shape Label (m)A2 TU1 5X1 5X3 I STL | 894 | 1 2 | 1 2 Joint Coordinates Joint Label N1 X Coordinate (ft) 0 Y Coordinate (ft) 0 Z Coordinate (ft) 0 j 49 r 46 j I y-y I z-z J (Torsion) T/C (inM) (mM) (inM) Only 242 | 242 | 431 | | Joint Temperature (F) 0 Detach from Diaphragm NoN1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 0 358 358 208 208 O1 0 208 0 358 0 26 78 1 3 1 82 1 3 26 78 1 3 233 283 333 258 308 208 258 308 0 0 232 348 1 16 348 232 232 1 16 1 16 533 348 348 348 348 232 1 16 1 16 1 16 232 232 232 1 16 1 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No No No No No No No No No No No No No No No No No No No No No No No No No No No RISA-3D Version 4 5b [C \nsa\020904 10rackla r3d]Page 12 Company Designer Job Number Plump Engineering, Inc 8>n 2090410 Seasilver Rack #1 (Dwg No 103-00199-1202) - 'A' May 12, 2003 12 32 PM Checked By _ Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc N27 max min 0 0 2 1 -091 -091 2 1 014 0000 3 1 7 307e-5 0 3 1 0 -5 584e-4 1 3 1 116-3 1 1e-3 1 2 Envelope Reactions Joint Label N1 N11 Reaction Totals max mm max mm max mm X Force (k) 779 759 -779 -792 0000 -033 Lc 1 2 1 2 1 2 Y Force (k) 781 776 1 525 1 52 2301 2301 Lc 1 2 2 1 2 1 Z Force (k) 0000 -018 0000 -014 0000 -033 Lc 1 3 1 3 1 3 X Moment Jk-ft) 0000 -01 016 0000 Lc 1 3 3 1 Y Moment (k-ft) 029 0000 019 0000 Lc 3 1 3 1 Z Moment (k-ft) -043 -048 344 34 Lc 2 1 1 2 Envelope Member Section Forces Member Label 2 M1 [ M2 M3 M4 | M5 M6 Section 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 max mm max mm max mm max mln max mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max mm max mm max Axial (k) 197 188 197 19 197 192 -188 -19 -207 -208 -203 -204 -792 -798 -788 -795 -54 -544 602 602 604 602 605 602 -465 -466 -465 -465 -464 -465 -202 -207 -202 -206 -202 Lc 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 2 1 2 1 2 1 1 2 2 1 2 1 1 2 1 2 1 Shear y-y (k) 25 249 244 243 -203 -204 205 202 203 202 197 192 32 317 58 576 58 574 585 584 102 101 -182 -182 215 213 212 21 188 187 434 433 352 351 19 Lc 1 2 1 2 1 2 2 1 2 1 1 2 2 1 1 2 1 2 2 1 2 1 2 1 1 2 1 2 1 2 2 1 2 1 2 Shear z-z (k) 0 -009 0 -006 0 -004 002 0 0 -002 0 -004 005 0 003 0 0 -004 0 -002 0 0 0 0 0 0 0 0 002 0 0 -004 0 -003 0 Lc 1 3 1 3 1 3 3 1 1 3 1 3 3 1 3 1 1 3 1 3 1 3 3 1 1 3 3 1 3 1 1 3 1 3 1 Torque (k-ft) 0 0 0 0 0 0 0 0 0 -002 0 -002 0 -001 0 -001 0 0 001 0 001 0 001 0 0 0 0 0 0 0 0 -001 0 -001 0 Lc 1 3 1 3 1 3 3 1 \ 3 1 3 1 3 1 3 1 3 3 1 3 1 3 1 3 1 3 1 3 1 1 3 1 3 1 Moment y-y (k-ft) 02 0 007 0 0 -002 001 0 003 0 0 0 002 0 007 0 001 0 003 0 002 0 002 0 002 0 002 0 003 0 004 0 002 0 0 Lc 3 1 3 1 1 3 3 1 3 1 1 3 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 1 Moment z-z (k-ft) 323 322 -119 -119 -048 -05 185 184 178 176 -048 -05 175 174 283 28 -387 -39 25 249 -107 -107 -013 -014 23 228 008 008 -192 -195 283 282 -002 -002 -184 Lc 1 2 2 1 2 1 2 1 1 2 2 1 2 1 1 2 2 1 2 1 1 2 1 2 1 2 2 1 2 1 2 1 2 1 1 RISA-3D Version 4 5b [C \nsa\020904 10rack! a r3d]Page 15 Company Plump Engineering, Inc Designer ion Job Number 02090410 Seasilver Rack #1 (Dwg No 103-00199-1202) -'A' May 12, 2003 12 32 PM Checked By _ Envelope Member Section Forces, (continued) Member Label ! M7 MS M9 M10 Section 1 2 3 1 2 3 1 2 3 1 2 3 mm max mm max min max mm max mm max mm max mm max mm max mm max mm max mm max min max mm Axial (k) -205 586 579 586 581 586 582 008 005 009 005 009 005 -1 339 -1 351 -1 336 -1 347 -1 334 -1 343 -537 -538 056 054 531 527 Lc 2 1 2 1 2" 1 2 2 1 2 1 2 1 1 2 1 2 1 2 2 1 2 1 1 2 Shear y-y (k) 188 254 25 172 168 13 126 67 67 346 346 022 022 123 121 12 119 117 117 -137 -14 462 462 582 571 Lc 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 2 1 2 1 2 1 1 2 Shear z-z (k) -002 0 -005 0 -004 0 -003 0 0 002 0 003 0 0 -009 0 -007 0 -005 005 0 0 0 0 -01 Lc 3 1 3 1 3 1 3 3 1 3 1 3 1 1 3 1 3 1 3 3 1 1 3 1 3 Torque (k-ft) -001 0 0 0 0 0 0 0 0 0 0 0 0 0 -002 0 -002 0 -002 0 -005 0 -001 009 0 Lc 3 3 1 3 1 3 1 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 3 1 Moment y-y (k-ft) 0 008 0 003 0 0 0 0 0 0 0 003 0 017 0 006 0 0 -003 0 -006 003 0 0 -009 Lc 3 3 1 3 1 1 3 1 3 3 1 3 1 3 1 3 1 1 3 1 3 3 1 1 3 Moment z-z (k-ft) -185 269 264 047 047 -096 -1 291 291 -13 -131 -228 -229 173 171 003 003 -161 -161 -169 -172 -04 -041 -365 -372 Lc 2 1 2 1 2 2 1 2 1 2 1 2 1 1 2 1 2 1 2 2 1 1 2 2 1 Envelope Member AISC ASP 9th Code Checks Label Code Chk Loc Shear Chk Loc Dir ASDEqn (ft) Lc (ft) Lc Message M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 404 233 500 330 300 353 353 356 266 522 0 ' 0 232 0 0 0 0 0 0 533 1 1 1 1 1 1 1 1 1 1 029 023 067 068 025 050 029 078 014 067 0 0 1 16 0 0 0 0 0 0 4188 V Yy Yy y yy y y 1111111111 H1-2 H2-1 H2-1 H1-2 H2-1 H2-1 H1-2 L H1-2 H2-1 H1-2 RISA-3D Version 4 5b [C \risa\020904 10rackl a r3d]Page 16 Seasilver : Rack #1 - fAf (Dwg. No.103-00199-1202) y^*««. I X cH Bearing Pressure Maximum Bearing Max/Allowable Ratio 34ksi 202 UBC (12-12) (ABIF = 1 000) b in Plain Base Plate Connection Base Plate Thickness 376 in Base Plate Fy Bearing Surface Fp Anchor Bolt Diameter Anchor Bolt Matenal Anchor Bolt Fu Column Shape Design Code 36 ksi 1 68 ksi 5 in A307 SB ksi TUI 5X1.5X3 AISC ASD 9th Base Plate Stress Maximum Stress Max/Allowable Ratio 5711 ksi 212 UBC (12-12) (ASIF = 1 000) Anchor Bolts Bolt X (in)Z(in) Tens(k) Vx(k) Vz(k) Ft (ksi) Fv (ksi) Unity Combination 1 2 3 4 225 -225 225 -225 225 225 -225 -225 274 274 187 187 0 0 0 0 -195 -195 -195 -195 20 20 20 20 10 10 10 10 099 099 099 099 UBC (12-12) UBC (12-12) UBC (12-12) UBC (12-12) r Loads P(k) Vx(k) Vz(k) Mx(K-ft) Mz (k-ft) Reverse DL [ - 779 EL | 781 029 .048 No Yes o I Plump Engineering, Inc Title Seasilver Dsgnr jon Date Description Carlsbad, California Job #02090410 Scope LRei Us. <e> Rev 510302ser KW 0601611 Ver 5 1 3 22 Jun 1999 Win321983 99 ENERCALC General Timber Beam c,\enercalc\020904.10.ecw.Calculations Description Rack #5 Support (103-00199-1202) seismic load | Query Values M, V, & D @ Specified Locations Moment @ Center Span Location = 000 ft OOOk-ft @ Right Cant Location « 000ft OOOk-ft @ Left Cant Location = „-•—000ft OOOk-ft Shear 004k 000k 000k Deflection 00000 in 0 0000 in 00000 in Sketch & Diagram 1 «P60in Ulbs ajfnax= (Mkft _ Omax c 0 Ollin Rmax = 0 Ok Vmax @ lett = 0 Ok ShefcQftod (h)Rmax = 0 Ok jj09 0 80 Vmax @ rt = 0 Ok i\ OR ' 800 Location Along Member (It) 240 320 " .400 "480 6 60l| 640 5 20 8 00 Local V Deflection (in)Location Along Member (ft) A ** 7) H^gHK,m - ^ -~ ~ < H-: 5 n " o^ ° > o SS CD CO D-? co rn